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FOR
LUTHER STREET STUDENT HOUSING
Callaway Subdivision, Phase Three
Lot 1, Block One
College Station
Brazos County, Texas
February 23, 2011
Prepared For•
AMERICAN CAMPUS COMMUNITIES (OP), LP
12700 Hill Country Blvd., Ste. T-200
Austin, TX 78738
Prepared By
RME Consulting Engineers
Texas Firm Registration No. F-004695
P.O. Box 9253
College Station, TX 77845
RME No. 178-0418
Water & Sanitary Sewer Report
LUTHER STREET STUDENT HOUSING
Callaway Subdivision, Phase 3
Lot 1, Block One
College Station
Brazos County, Texas
TABLE OF CONTENTS: PAGE
1.0 General Information......................................................................................................................................1
1.1 Scope of Report and Proposed Development.......................................................................................... 1
1.2 Site and General Location....................................................................................................................... 1
1.3 Description of Existing Conditions.......................................................................................................... 2
1.4 Existing Water Distribution System........................................................................................................ 2
1.5 Existing Sanitary Sewer Collection System............................................................................................ 2
2.0 Water System Improvements ..............................
2.1
Proposed Water System Configuration..........
2.2
Domestic Water Supply Requirements..........
2.3
Fire Flow Requirements ................................
2.4
Hydraulic Modeling Methodology ................
2.5
Modeling Results & Conclusions ..................
.......................................................................... 3
.......................................................................... 3
.......................................................................... 3
.......................................................................... 4
.......................................................................... 5
.......................................................................... 5
3.0 Sanitary Sewer Improvements...................................................................................................................... 6
3.1 Proposed Sanitary Sewer Configuration.................................................................................................. 6
3.2 Sanitary Sewer Flow Calculations........................................................................................................... 7
3.3 Hydraulic Modeling Methodology.......................................................................................................... 7
3.4 Modeling Results & Conclusions............................................................................................................ 8
4.0 Lift Station Design....................................................................
4.1 General Information, Methodology & Design Criteria......
4.2 Lift Station.........................................................................
4.3 Force Main.........................................................................
4.4 Pumps................................................................................
.............................. 8
.......................... I... 8
.............................. 9
............................ 10
............................ 10
178-0418 Water -Sewer Report Page - i
ATTACHMIENTS:
Section 1.0 — General Information
Preliminary Plat
Vicinity Map
CSU Flow Test Report
Section 2.0 — Water System Improvements
On -Site Utility Plan "A", `B", & "C"
2009 International Fire Code: Appendix B & C
KYPIPE Hydraulic Analysis Data
Section 3.0 — Sanitary Sewer Improvements
Sheet C2.7 — Sanitary Sewer Line "S I ": Plan/Profile
WINSTORM Hydraulic Analysis Data
Section 4.0 — Lift Station Design
Lift Station Sizing Calculations
Force Main Sizing Calculations
Pump Sizing & System Curves
178-0418 Water -Sewer Report Page - ii
Water & Sanitary Sewer Report
LUTHER STREET STUDENT HOUSING
Callaway Subdivision, Phase 3
Lot 1, Block One
College Station
Brazos County, Texas
1.0 GENERAL INFORMATION
1.1 Scope of Report and Proposed Development:
This report addresses the water and sanitary sewer improvements for the Luther Street
Student Housing (LSSH) development which is located on Lot 1, Block One of the
Callaway Subdivision, Phase Three. The LSSH development's physical address is
known as 101 Luther Street, College Station, TX. This lot is a 16.673 acre tract that is
zoned as R-4 (high density residential). The proposed improvements will generally
consist of thirty-six (36) residential buildings with a total of 160 dwelling units and a 640
bed count. The development will also include a community clubhouse, maintenance
building along with all necessary associated improvements such as paving, drainage, and
utilities. The subject property is more fully illustrated on the Preliminary Plat which is
provided in the "Attachment — Section 1.0" portion of this report.
The proposed development and correlating water and sanitary sewer improvements are
designed and analyzed in accordance with the criteria outlined in the "B/CS Unified
Technical Specifications and Design Guidelines" (UTSDS) manual of the City of College
Station (CoCS) and the appropriate Rules & Regulations of the Texas Commission on
Environmental Quality (TCEQ).
1.2 Site and General Location:
The Luther Street Student Housing development has access to Marion Pugh Drive along
its west property line and Holleman Drive along with south property line. Developments
adjacent to this project are all high -density residential consisting of the Callaway Villas
Apartments (CVAI) to the north, Meadow Point Apartments to the west, and Holleman
Arms Apartments to the south. The Union Pacific Railroad (UPRR) and Wellborn Road
(FM 2154) are adjacent and to the east of this project.
A Vicinity Map, for this project site, is provided and is located in the "Attachment —
Section 1.0" portion of this report. This map is being provided as an aid in locating the
site. Drawings describing the work and its specific locations are contained in the
Construction Drawings prepared by RME Consulting Engineers, College Station, Brazos
County, TX. These Construction Drawings are included as part of this Water & Sanitary
Sewer Report by reference.
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Luther Street Student Housing
Water & Sanitary Sewer Report
RME Consulting Engineers
February 23, 2011
1.3 Description of Existing Conditions:
The subject development area is primarily an unimproved area. Existing land -cover
general consists of open grassy areas with some thick brush, weeds, and trees along the
fence lines and tree clusters scattered through -out the site. Elevations range on the site
from approximately 330' Mean Sea Level (MSL) to approximately 313' MSL.
1.4 Existing Water Distribution System:
The project site is well served by existing water lines. The utility provider, for both
domestic water service and fire protection, will be CoCS. The existing water supply
lines are summarized as follows:
1. A 6" PVC water line located near the subject tract's northeast property corner. This
water line is wholly contained in a 20' PUE (Vol. 6869, Pg. 99);
2. A 6" PVC water line located near the subject tract's northwest property corner. This
water line is wholly contained in a 20' PUE (Vol. 6869, Pg. 99);
3. A 18" RCCP water line located within the right-of-way and under the pavement of
Marion Pugh Drive;
4. A 8" PVC water line located near the south limits of this property and located on the
opposite side of Holleman Drive West. This water line is wholly contained in a 20'
PUE (Vol. 2948, Pg. 89);
5. In addition to these primary trunk "supply" lines numerous existing water lines (16",
8", and 6") public water lines were installed with the CVAI development. The
KYPIPE model reflects these existing improvements and will be expanded upon to
integrate the proposed improvements scheduled for LSSH project.
Flow tests were obtained from the CoCS Public Utilities Department from existing fire
hydrants within the immediate proximity of the water distribution network. These flow
tests were conducted on January 19, 2011 by Mr. Vincent Rodriguez (CS PUD) and
witnessed by the same office. The CSU Flow Test Reports are summarized below in
Table #1 — "Flow Test Data" and hard copies are located in the "Attachment — Section
1.0" portion of this report.
TABLE #1
FLOW TEST DATA
Flow
Pilot
Static Fire
Static
Residual
Hydrant
Reading Flow
Hydrant
Pressure
Pressure
No.
Location(psi) ( m)
No.(psi)
(psi)
0-041
117 Holleman Drive 50 1190
0-045
93
91
0-009
Luther/Marion Pugh 57 1275
0-010
84
81
Note: The reported flow is from the 2.5" nozzle of the identified flow hydrant;
1.5 Existing Sanitary Sewer Collection System:
The proposed development will be served by an existing 8" DIP sanitary sewer
collection line located to the southwest of the property. The sanitary sewer gravity line
will have to be extended approximately 500 linear feet, in a northeastern direction, to a
point near the southwest property corner of the LSSH development. Per Mr. Stephen A.
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Luther Street Student Housing
Water & Sanitary Sewer Report
RMC Consulting Engineers
February 23, 2011
Maldonado, with the CoCS PUD, the existing 8" DIP sanitary sewer line has sufficient
capacity to serve this 640 bed development.
2.0 WATER SYSTEM IMPROVEMENTS
2.1 Proposed Water System Configuration:
The proposed distribution system for the LSSH development will connect to the existing
6" PVC water lines, located at the northwest and northeast property corners, and also the
existing 8" PVC water line located across Holleman Drive West near the project
southwest property corner. The proposed distribution system will consist of 12", 8", and
6" public water mains. Fire hydrants will be installed along this network, appropriately
placed, for sufficient fire coverage. Water meters/back-flow preventors and 4" fire
service taps will also be installed along the proposed network for domestic water service
and fire protection. The On -Site Utility Plan "A", "B", & "C" construction sheets
included in this report and are contained in "Attachment — Section 2.0". These
documents illustrate the proposed distribution system improvements.
The general requirements of the UTSDG for water line design layout are briefly listed as
follows:
4" water lines will be installed where the service length is less than or equal to
five hundred (500') feet;
6" water lines may be allowed up to a maximum of 1,500 feet in length and must
connect at each end to an 8 inch or larger main and shall have no more than 2 fire
hydrants or flushing points. Where it is not possible to meet this requirement, a 6-
inch main may be extended to a maximum of 800 feet in length and shall
terminate with a fire hydrant or blow -off assembly;
FDC's must been within 150' (lay of hose) distance from afire hydrant;
The proposed water lines, and appurtenances, will be constructed and installed in
accordance with the UTSDG. Unless specifically identified on the Construction
Drawings, the proposed water lines will be of type PVC AW WA C909 DR14 water line
pipe. Public utility lines will be installed in existing public utility easements or placed in
proposed public utility easements which will be dedicated by plat or by separate
instruments.
2.2 Domestic Water Supply Requirements:
The LSSH development average and peak domestic water demands are as determined by
B/CS Method 1 — Fixture Count & Loading Factors (see Table #2 below) and are a
weighted average from Table II of UTSDG (Sewer Manual) for peak flow calculations.
A peaking factor of 4.0 was utilized. Using this information the average usage and peak
demands were calculated as 287.1 gpm and 1,148.5 gpm respectively.
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Luther Street Student Housing
Water & Sanitary Sewer Report
RME Consulting Engineers
February 23, 2011
TABLE#2 - FIXTURE COUNT & LOAD MEMODS
Building
Building
Building
Maintenance
Type 1
Type 2
Type 3
Clubhouse
Building
FiXture
Unit
Value
Load
# of
# or
# of
# of
# of
Fixture Type
Factor
Units Total
Units Total
Units Total
Units
Total
Units
Total
One Bathroom Group - tank operated
watercloset, tub orshower, .lavatory
6
8 48
12 72
16
96
0
0
1
6
Dishwasher
2
8 16
12 24
4
8
1
2
2
4
Kitchen Sink w/Food Cn'ider'i
2
8 16
12 24
4
8
0
0
1
2
Urinal
4
0 0
0 0
0
0
8
32
1
4
Lavatory
2
0 0
0 0
0
0
9
18
2
4
Service Sink
3
0 0
0 0
0
0
1
3
1
3
Clothes Washer
1 4
8 32
12 48
4
16
0
0
1
4
- TOTAL=1
112
168
128
55
27
Equivalent Peak Domestic Flow (gpm) =
28
42
32
13.75
6.75
Utilizing the data calculated above in Table #2 the following peak domestic water
demands will be necessary at master meters distributed through -out the site. Master
meters are identified on the before -mentioned On -Site Utility Plan "A", `B" & "C".
Master Meter #1
(3"
meter)
= (Type 1 x 4) + (Type 3) =
144 gpm
Master Meter #2
(3"
meter)
= (Type 1 x 4) =
112 gpm
Master Meter #3
(3"
meter)
= (Type 1 x 4) + (Type 2) =
154 gpm
Master Meter #4
(2"
meter)
= (Clubhouse) + (Type 2) =
56 gpm
Master Meter #5
(3"
meter)
= (Type 1 x 2) + (Type 2 x 3) =
182 gpm
Master Meter #6
(3"
meter)
= (Type 1 x 2) + (Type 2 x 3) =
182 gpm
Master Meter #7
(3"
meter)
= (Type 1 x 5) + (Type 3) =
172 gpm
Master Meter #8
(2"
meter)
= (Type 1 x 3) =
84 gpm
Master Meter #9
(3/4" meter) = Maintenance =
7 gpm
2.3 Fire Flow Requirements.
The fire flow demand, for the proposed development, will be determined by the
International Fire Code (adopted edition). The IFC will determine the fire flow and fire
hydrant spacing for each building type based on construction material type and gross
square -footage. For building with an automatic fire sprinkler system the IFC fire flow
can be reduced by 50%. The applicable 2009 International Fire Code: Appendix B & C
data are contained in "Attachment — Section 2.0"
• The apartment buildings for the LSSH development will be IFC Type VA with a
1 HR sprinklered NFPA 13R system and range in gross area between 5,684 and
10,304 square -feet. With a 50% reduction the require fire flow, any apartment
building, is 875 gpm supplied from 1 fire hydran
• The community center will be IFC Type Vl3ith a 0 HR sprinklered NFPA 13
system and have a gross area of 7,502 square -feet. With a 50% reduction the
178-0418 Water -Sewer Report Page -4
Luther Street Student Housing
Water & Sanitary Sewer Report
RME Consulting Engineers
February 23, 2011
required fire flow, for the community center, is upplied from 1 fire
hydrant;
• The maintenance building will be IF ypwv� HR sprinklered NFPA
13 system and have a gross area of 060 e-feet. With a 50% reduction the
required fire flow, for the community center, is 750 gpm supplied from 1 fire
hydrant;
2.4 Hydraulic Modeling Methodology:
As allowed in the UTSDG a water distribution computer model was used to determine
pressure and flow results for the proposed water system. The hydraulic analysis and
corresponding results were determined by using the KYPIPE hydraulic program, for
water systems.
Using the calculated domestic water demand and fire flow requirements, the proposed
water system was analyzed, with KYPIPE, to determine if it met the minimum design
criteria set forth in the UTSDG. These minimum criteria are summarized as follows.
Since the irrigation is relatively small in comparison to other flows, and infrequent in use,
it was not considered in the analysis.
1. Under normal flow conditions the residual pressures in the area, serviced by the
proposed system, must meet TCEQ requirements at all tines thus providing a
minimum static pressure of 35 psi;
2. During fire flow conditions, the proposed system and adjacent infrastructure must
provide the required fire flow with a minimum residual pressure of 20 psi;
3. At all analyzed conditions no water line shall have a velocity greater than 12 fps in
both existing and proposed mains;
2.5 Modeling Results & Conclusions:
Utilizing the original KYPIPE model for CVAI, and expanding it to include the Luther
Street Student Housing water demands and fire flow requirements, for the proposed water
system improvements, and adjacent infrastructure, was determined/designed to
adequately meet or positively exceed the minimum design standards. KYPIPE Hydraulic
Analysis Data, resulting from both domestic water demands and all fire flow conditions
are contained in this report in the "Attachment — Section 2.0" portion. Resulting
summary information for both conditions are illustrated below in Table #3 — Water
System Summary and identify the "worse -case" location in the proposed distribution
Sys tem (lowest pressure node or highest velocity in pipe). The entire water system
model, for each scenario, is fully contained with the KYPIPE Hydraulic Analysis Data.
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Luther Street Student Housing
Water & Sanitary Sewer Report
RME Consulting Engineers
February 23, 2011
TABLE #3
WATER SYSTEM SUMMARY
PIPE DATE
NODE DATA
Scenerio
Number
KYPIPE
Name
Pipe Size
I (in)
Flow
m)
Velocity
(
Node
Name(psi)
Residual
Pressure
DOMESTIC FLOW CONDITION
P-502 1 6 1 580.85 1 6.59 1 J-100 83.34
FIRE FLOW CONDITIONS
1
P-600
6
875
9.93
FH-1
76.79
2
P-700
6
875
9.93
J-100
78.57
3
P-800
6
875
9.93
J-100
81.16
4
P-900
6
875
9.93
J-100
82.68
5
P-502
6
754.36
8.56
FH-5
76.08
6
P-1100
6
959
10.88
FH-6
76.30
7
P-502
6
1047.42
11.88
FH-7
73.64
S
P-300
1 6
1 744.39
1 8.45
1 FH-8
75.56
9
P-104
8
1468.45
9.37
FH-9
76.84
10
P-500
8
1508.08
9.63
J-100
81.52
1]
P-502
6
1121.99
12.73
1 FH-11
78.04
Domestic Flow Scenario:
1. Domestic design at peak water demand;
Fire Flow Scenario (includes peak domestic usages & 150 gpm for sprinkler
1. 875 gpm at FH # 1 plus 150 gpm at 5. 875 gpm plus 150 gpm at FH #5;
FM #5; 6. 875 gpm at FH #6 plus 150 gpm at Meter #3;
2. 875 gpm at FH #2 plus 150 gpm at 7. 875 gpm at FH #7 plus 150 gpm at Meter #7;
Meter #2; 8. 875 gpm at FH 98 plus 150 gpm at Meter #3;
3. 875 gpm at FH #3 plus 150 gpm at 9. 1,125 gpm plus 150 gpm at FH #9;
Meter #5; 10. 875 gpm at FH #10 plus 150 gpm at Meter #7;
4. 875 gpm at FH #4 plus 150 at 11. 875 gpm at FH #11 plus 150 gpm at Meter #6;
Meter #7;
Fire Flow Notes:
Fire Flow Scenario #11 exceeds the 12.0 fps velocity allowed. However if Meters #5, #6, and #7
are reduced to average flows (in lieu of the modeled peak usages at a fire flow event) then this
revised model reduces the pipe velocity in P-502 to 10.80 fps. This deviation from the B/CS
standards will be noted in the B/CS Acknowledgement Letter prepared by this office;
W13-aXIY •�D1.aI1719MWAD)311WMI
3.1 Proposed Sanitary Sewer Configuration:
With the exception of the off -site sanitary sewer line extension (located near the
southwest corner of the property) all improvements with the site will be private and will
adhere to Building and Plumbing Codes. However, for the purposes of this report the
private improvements (i.e. on -site collection system, lift station, and forcemain) for the
LSSH development will be evaluated to, or as close to possible, public standards.
The sanitary sewer system will generally consist of the following operations. The on -site
private collection system will consist of 4", 6", and 8" gravity collection lines that will
convey wastewater to an on -site private Lift Station (located at the southeast corner of the
property). The On -Site Utility Plan "A", `B", & "C" construction sheets illustrate this
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Luther Street Student Housing
Water & Sanitary Sewer Report
RAM Consulting Engineers
February 23, 2011
private collection system and are contained in "Attachment — Section 2.0". Wastewater
will then be pumped "lifted", via a private on -site forcemain, to a proposed public
manhole located near the project's southwest property corner. Once in the public system
the wastewater will be conveyed to the existing 8" DIP sanitary sewer by a new 8"
collection line. This new sewer is illustration on Sheet C2.7 — Sanitary Sewer Line "S1
Plan/Profile and is contained in the "Attachment — Section 3.0" of this report.
The proposed "public" sanitary sewer lines, and appurtenances, will be constructed and
installed in accordance with the UTSDG. Unless specifically identified on the
Construction Drawings, the proposed sanitary sewer lines will be of type PVC SDR-26,
ASTM D3034 sewer line pipe. Public utility lines will be installed in existing public
utility easements or placed in proposed public utility easements which will be dedicated
by plat or by separate instruments.
3.2 Sanitary Sewer Flow Calculations:
The sanitary sewer requirements, for the LSSH development, were derived by Method 2
— "Land Use Determination" of the UTSDS. Resulting average sanitary sewer flow
values were calculated, for each building type, and the results are summarized in Table
#3 — "Sanitary Sewer Flows" shown below. As calculated, the ultimate Average Daily
Flow (ADF) for this development is 10,917 gpd and a 2-Hour Peak Flow (PF) at 0.41 cfs.
TABLE #3 - SANITARY SEWER FLOWS
Average
Average
our
Daily Flow
Dwelling
Number of
Daily Flow
Peak Flow
Peak Flow
Building Type
(gpd/cap)
Units
Buildings
(gpd)
(gph)
(cfs)
1
100
4
26
41,600
6,933
0.257
2
100
6
8
19,200
3,200
0.119
3
100
4
2
3,200
533
0.020
Comm. Cen.
100
0.45 acres
1
1,350
225
0.008
Maintenance
100
0.05 acres
1
150
25
0.001
TOTAL EXPECTED FLOWS =
65,500 10,917 0.41
Flow Determination Notes:
1) Apartment density is at 4 capita/Dwelling Unit;
2) Commercial uses (Community Center & Maintenance Building) were estimated
at 30 capita/acre;
3) Average Daily flows, for each use, were assigned per Table III -"Average
Wastewater Generations" per the UTSDS;
4) Peaking factor of 4.0 was applied to the Average Daily Flows to determine the
Peak Flow which is used for line sizing;
3.3 Hydraulic Modeling & Methodology:
As allowed in the UTSDG, a hydraulic computer model was used to determined flow
results for the proposed sanitary sewer collection lines. The hydraulic analysis and
corresponding results were determined by using the WINSTORM hydraulic program, for
stormwater modeling. Though this TxDOT program's typical use is for modeling gravity
stormwater systems it can easily be applied for hydraulic modeling of gravity sewer
systems. Peak sewer flows were directly inputted at manholes in lieu of flows being
generated by hydrological equations at logical locations along the proposed sewer lines.
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Luther Street Student Housing
Water & Sanitary Sewer Report
RME Consulting Engineers
February 23, 2011
3.4 Modeling Results & Conclusions:
Using WINSTORM the calculated sanitary sewer flows were inputted into the proposed
sewer system and it was determined that the proposed public sewer system extension has
adequate capacity. WINSTORM Hydraulic Analysis Data, resulting from the sanitary
sewer analysis is contained in this report in the "Attachment — Section 3.0" portion.
Resulting summary information is illustrated below in Table #4 — Sanitary Sewer
Summary.
TABLE #4
SANITARY SEWER SUMMARY
Upstream Downstream
Pipe Size Slope
Q Capacity
Velocity
Element Element
(in) (%)
1 (cfs) (cfs)
(fps)
y
MH-1 EX MH
8 0.33
0.37 0.76
2.19
MH-2 MH-1
8 0.33
0.43 0.76
2.19
v
m
i MU-3 MH-2
8 0.33
0.43 0.76
2.19
Sanitary Sewer Notes:
1) Velocities within a proposed pipe run (highlighted) that are below the required 2.0
fps. These lines meet or exceed the minimum required slope for a 6" or 8" sanitary
sewer, but have so little Q from the upstream facilities that it is impractical to
achieve the required 2.0 fps. This deviation from the B/CS standards will be noted in
the B/CS Acknowledgement Letter prepared by this office;
2) The public Line "Sl" utilized the firm pumping rate from the private lift station;
4.0 LIFT STATION DESIGN
4.1 General Information, Methodology & Design Criteria:
Using the design layout from the On -Site Utility Plan "A", "B", & "C" (see "Attachment
— Section 2.0" portion of report) and expected flows, from Table #3, the lift station was
analyzed so that sanitary sewer service could be provided to the Luther Street Student
Housing. The following design criteria, which are being inferred as applicable to a
private lift station, from the TCEQ — Chapter 217, are briefly listed below. Design
calculations for the on -site lift station are broken into the following three (3) sub -sections
(Lift Station, Force Main, and Pumps).
Chapter 217.59(a) — Site Access: This project's lift station is private and will
therefore not be placed in a public easement.
Chapter 217.59(b) — Flood Protection: No portion of this,property lies within a
mapped 100 year floodplain. Therefore there is no set or required elevation.for the
top of the wet well.
Chapter 217.60(b) — Wet Wells:
(4) — The influent gravity pipe discharging into the wet well is at an elevation of
307.49'. This is 36" above the liquid level pump "on" setting.
(7) — The pump cycle time, based on peak flow, is 69 minutes. The minimum cycle
time, for a <50 hp pump is 6 minutes.
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Luther Street Student Housing
Water & Sanitary Sewer Report
RME Consulting Engineers
February 23, 2011
• Chapter 217.61(c) — Lift Station Pumping Capacity: The required firm pumping
capacity is designed at 206 gpm which is above the expected peak flow of 182 gpm.
• Chapter 217.63(d)(1) —Retention Capacity: The wastewater retention period shall be
equal to the longest outage for the past 24 months. Regardless of historical data a
minimum twenty (20) minute retention period must be used. The CoCS Utilities
Department was contacted. Mr. Brent Read (Utility Dispatch Operations Assistant)
reported that CVAI (305 Marion Pugh Dr.) had no measure power outage in the last
24 months.
• Chapter 217.67(a) — Velocities: A 4" forcemain is designed for this project. At the
firm pumping capacity the velocity will be 5 fps which is above the minimum velocity
requirement.
4.2 Lift Station:
Integrating the calculated wastewater flows and the design criteria identified above, the
basic parameters of the on -site lift station could be determined. The Lift Station Sizine
Calculations are provided in the "Attachment — Section 4.0" section of this report and
provide further detailed information for the lift station's requirements. A brief summary
of the on -site lift station's storage and pump requirements are outlined below, in Table #5
— "Lift Station Summary", for the full LSSH development.
TABLE #5 - Lift Station Summary
FLOW DATA
WET WELL
total
Retention Storage
ADF
PF
Storage Req'd
(gpm)
(gpm)
(gallons) (gallons)
44.44
177.78
3,556 #REF!
PUMPS
Firm
Average Daily Flow (ADF)
Peak Flow (PF)
Pump
ump
Pump
Pump
Rate
Time Off Pump Time Cycle
Pump Time Pump Time
Cycle
(gpm)
(min)
On (min) (min)
Off (min) On (min)
(min)
206
38.1
10.5 48.6
9.5 59.9
69.4
4.3 Force Main:
As described earlier, a force main will be designed so that wastewater can be pumped
from the on -site lift station, approximately 623 linear feet, to the proposed 8" gravity
sewer located near the project's southwest corner. The force main size will be adequate
to maintain above a 3.0 fps pumping velocity, be less than a 6.0 fps maximum velocity,
and minimize head losses due to friction.
At the firm pumping capacity of 206 gpm, a 4" force main will be required to convey this
flow to the receiving manhole. Therefore, the lift station pumps will need to have a
rating of 206 gpm at a 41' Total Dynamic Head (TDH). The TDH is determined by
added friction loss in the force main, in feet, to the static head or elevation difference
from the bottom of the wet well to the invert elevation of the force main at the receiving
manhole.
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Luther Street Student Housing
Water & Sanitary Sewer Report
RME Consulting Engineers
February 23, 2011
4.4 Pumps:
Though there are multiple manufactures for submersible pumps a Flygt Non -Clog,
Explosion Proof, Wastewater Pump was evaluated to insure that the firm pumping rate
could be obtained. Using the pump parameters listed above in Section 4.3 a MT
CP3102.181 model pump was determined adequate. The lift station pumping system is
summarized below and the full Pump Sizing & System Curves is included in the
"Attachment — Section 4.0" of this report.
Flygt Pump:
➢ 183mm Impeller Diameter
➢ Pump Rate of 206 gpm @ 41' TDH (C=150)
➢ 5 HP with an average pump efficiency of approximately 49%
178-0418 Water -Sewer Report Page - 10
Section 1.0
GENERAL INFORMATION
i�
a ao w
LONUE
"X" IN CONCRETE - CDCS*
GPS MON. #220 BEARS:—
N 56- 08 DO- E - 4,140.80-
/
/
10' P.U.E. W
PROPOSE�I�U(- /
20' P.U.E. / LOCATED 3' OFF B.00.
91 'CON
06
SM1R
TP�\\
0A�
35L
R-9 7.93'
D .19'23'
A
Q CL=97.
=5 SJ' 34' W
KNINMA 11 1w
/ A=45.20'
(�C/B�NJ73' 51' 35' W�
MAIE LOTION OF EXISFNG A'
CA
SANITARY SENEP
/ // �/)/�/✓,J��-�/� R.O.W. DEDICATION
(0.96 ACRES)
D / �e,,a^ rYARNER // �20— LOT 1 — BLOCK ONE
v Ot.-Up r A. I / (16,673 ACRES)
/ / \ ^� J•\ 324
AC P.U.E.
ANCE No, NOE)
326
ZONED: R-4
CURRENT USE: VACANT
PROPOSED USE: HIGH —DENSITY RESIDENTIAL
i
ACC OP (C Y V"S), L.P. PP
( E aee9. PAGE eel 25' P.U.E. 4, 3ze
CALLAW Y SUBOMS`ONCNPHABE TWO (6869/90)T.
(VOLUME 9 .PACE 99) \
P
H
25' P.U. Q9,.
♦ 9C \
\SO 9\?
j
11
10' P.U.E.COP
\PpOVr.01' �j
0
POWER POLE
tt
LIGHT POLE
GUY WARE ANCHOR
M
GAS PIPELINE RISER
W-
WATER VALVE
N.
WATER METER
I—
DOUBLE CHECK VALVE
0tv
ELECTRIC VALVE
DRY
BALL VALVE
®a
ELECTRICAL TRANSFORMER
®m
GAS METER
0-
MANHOLE
*Do
CLEANOUT
6m
FIRE HYDRANT
®n
TELEPHONE PEDESTAL
■M
AREA INLET
MIS
JUNCTION BOX
- -
BUILDING SETBACK LINE
--
PROPERTY LINE
A 157.98'
CL
CB=S 55' 19' 03"
rW ARS
H 301' E
e,'
NOT FOR RECORD
2 SURVEYED BY: KERR SURVEYING, LLC
N Z IN
f`C`505 CHURCH STREET, P.O. BOX 269
IA J(� COLLEGE STATION, TEXAS 77841
//' \ APPRnnuAm lDr.ATIov v PHONE (979) 268-3195
PRELIMINARY PLAT PLAT NOS E&
L (O/O.R.B.CT) DENOTES OFFLUAL/DEED RECORDS OF BRAz05 COUNTY, IUAS
2. MIS TBACT DOES NOT UE WMIN ME FLOOD PLAIN AS GNMHOALLY OUIC70 ON
F.E.M..1, FIRM COMMUNITY PANEL NO.. 45041C 0144C & 4SDIIC OIBIC BON WIN AN
EEEECNYE DAIS OF NLY R. 1992.
3. BASIS_ OLBEABIBG BEARING SYSTEM MOM NELSON IS BASED ON ORD NgiM AS
ESTABUSHEO FROM GP5 OBSEN.II N.
4. ALL PROPERTY CMNERS ME MWUMENTEO BY 1/2- IRON RODS UNLESS OMERMSE RONDO.
5, RIGHT-OF-WAY DENCAPON ALONG MARCH PUCN WIVE & HOLEMA! DAM CON95T OF A
TOTAL OF O.BSO ACRES,
6. DIMENSIONS MOM INTERIOR TO ME LOT, ALONG CURIES, WORSHIPS WM -A-' ARE ARC
LENGTHS.
1. ME INSTALLATION OF STREET LIGHTS WLL BE REQUIRED MO INSTALLED IN ACCOROANCE
WM SECTION 8.2,A.20 OF ME COOS UNIFIED MWI-OPMENT ORDINANCE.
& MIS RAT WAS PREPARED MN THE BENEM OF A TILE CWMIWENT ISWED BY HERITAGE
TILE COMPANY, OF. 1001002M. IIEV IOA, SCHEDULE B, O SAID FILE COMANSENT IS
SLOW HEREON, ALL OMER ITEMS ARE NON-WAVEY MS AND ARE NOT ADDRESSED BY
NIS SURVEY.
9. TOPOGRAPHICAL DATA UTMEEO IS AS ILLUSTRATED PER ME CITY OF COLLEGE STATION
TOPORAPHICAL MAPS.
PRELIMINARY PLAT
OF
CALLAWAY
SUBDIVISION
PHASE THREE
LOT 1, BLOCK ONE
1 LOT=16.673 ACRES k R.O.W. DEDICATION=0.980 ACRES
TOTAL = 17.653 ACRES
CRAWFORD BURNER LEAGUE, A-7
COLLEGE STATION, BWOS COUNTY, TEXAS
SURVEYED: JUNE 1, 2010
25OF</7840>
EGE STATION, TEXAS 77842
.: civilLJmTengineer.cam
'E - (979) 764-0704
(979)764.0704
BLVD, SR.
1--a0'
_OTS 1 - BLOCK ONE
101 LUTHER STREET
COLLEGE STATION. TX
G�
Z
2154
2818
VICINITY MAP
College Station Utilities
Reliable, Affordable, Community Owned
Date Wednesday January 19, 2011
Time 13:15 P.M.
Test
completed by Vincent Rodriquez
Witness Lawrence Chavarria
Location 117 Holleman
Nozzle size 2.5
Flow hydrant 0-041
Pitot reading 50
G.P.M. 1190
Static hydrant 0-045
Static PSI 93
Residual PSI 91
Comments Requested Flow
College Station Utilities
Reliable, Affordable, Community Owned
Date Wednesday January 19, 2011
Time 12:45 P.M.
Test
completed by Vincent Rodriquez
Witness Lawrence Chavarria
Location Luther/Marion Pugh
Nozzle size 2.5
Flow hydrant 0-009
Pitot reading 57
G.P.M. 1275
Static hydrant 0-010
Static PSI 84
Residual PSI 81
Comments Requested Flow
Section 2.0
WATER SYSTEM IMPROVEMENTS
PUBLIC WATER
a
I
I
4• PVC (SCH 40)
PRIVATE FIREW
SPRINKLER SUPPLY
goi
LINE 1
�nm
4' ISOLATION
i
VALVERO
LOCKING UG (U.562)LL582)
LOCATED AT EDGE OF
EASEMENT `
1 4• PVC (ECM 40)
I
(`PRIVATE DOMESTISTI C
I
WATER SEANCE MAIN
2" PVC (SCH 40) FIRE '
1 2• PVC (SCH 40) FIRE
SUP PLY TO WILOIN9 I _-
•
SU PLY TO BUIIDING�
I. -
z' PVC(sCN IO) ooAlEsnc'
1VILDINC
• • . .-_
I z• PVC (scH 40) DOMESTIC
BUILDING
SUPPLY TO
I
Y
I SUPPLY TO
Y
EEN FOC'8
TS)
FIREHYDRANT LEAD
TYPICAL FIRI
TYPICAL FREE-STANDING FIRE HYDRANT
FDC & FILL LINE SCHEMATIC SETTING ADJCENT TO CURB
N.T.S. N.T.S.
/ / DI
n To
KIM
/ B.F. '
/ i A.l./TER/ ,A A
YMIAME MOTH - 0Rm
AC P.V.F.
- (mMVMCE xo. IWO)�/ /
II 1
1
ie.It� igl \\ CALLAWAY SUBDIVISION. PHASE TWO
jll
LOT I, BLOCK ME
(VkVME 89E9, PME 9y /de MASTER METER #I (3
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1
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CO.. r-- . C-U
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F/L.320.50'
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BUILDING No. 32 E.N. 5 eu. BUILDING No. 33 I I 1 F/t-320.I
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I F.F.-325.85' •I F.F.=32345'
C S;
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'1 - APPROXIMATLY 0.53, OF I
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METER) W/BACKFLOW i II • "
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- 8' s/w I METER) w/BACKFLOW l
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4' SANITARY
1
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SEWER
1
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UTILITY DEMAND SUMMARY.
BUILDING TYPE 1 BUILDING TYPE 2
BUILDING TYPE 3
PEAK PEAK
PEAK
SEWER (9pd) 1,600 6. 00 2,400 9.600
1,600 6.400
WATER (gym) ] 28 10.5 42
B 32
COMM. CENTER MAINTENCE BLOC.
SITE TOTAL
PEAK PEAK
PEAK
SEWER gpd) 1.350 5,400 150 600
65,500 262.000
WATER 9pm) 3.4 13.75 1.7 6.75
287.1 1,1484
IRRIGATION (9pm)
DEMAND
45 45
URIITY NOTES,
1. PEAK WATER SHALL BE DETERMINED BY THE BUILDING CODE - FIXTURE
COUNT METHOD FOR THIS NEW RESTAURANT FACILITY.
2. SANITARY SEWER AVERAGE DAILY FLOW WAS DETERMINED BY THE B/CS
METHOD 2 - LAND USE DETERMINATION.
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/
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STOP I
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GUY WIRE ANCHOR
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OAS PIPEUNE RISER
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WATER METER
Moor
DOUBLE CHECK VALVE
6d
ELECTRIC VALVE
0.
BALL VALVE
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ELECTRICAL TRANSFORMER
'Ho
CAS METER
OIM
MANHOLE
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CLEANWT
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FIRE HYDRANT
®rr,
TELEPHONE PEDESTAL
mu
AREA INLET
(JS +
JUNCDON BOX
M.
AREA LIGHT (GROUND)
.PB
FIXED PIPE BOLLARD
CURB INLET
BUILDING SETBACK UNE
.......
PROPERTY UNE
-
EASEMENT UNE
P.V.E.
PUBLIC UDUTY EASEMENT
-- • --
- 2" or 4• PRIVATE WATER SERVCIE
-'- • --
• - 27 or 4• FIRE SUPPLY LINE
- -
- 4•, 4'. or 8• SAN. SEWER SERMCE
+---+-
PRIMARY ELECTRIC CONDUIT
---.---
+- SECONDARY ELECTRIC CONDUIT
1, REFER TO SHEET CO.1 d: CO.2 FOR SITE,
PARKING, AND MISC. CONSTRUCTION NOTES.
2. REFER TO SHEET C3.4 FOR MISCELLANEOUS
DETAILS.
3. THE CONTRACTOR SHALL BE RESPONSIBLE TO
ENSURE THAT ALL EXISTING IMPROVEMENTS
(MANHOLE UOS, VAULTS, TRAFFIC BOXES, ETC...)
ARE ADJJSTEO $0 THAT THEY ARE FLUSH MM
IRE NEW SIDEWALKS AND PAVEMENT,
1. THE CONTRACTOR SHALL INSTALL THE
PRIMARY AND SECONDARY ELECTRICAL CONDUIT
PER COLLEGE STATION UTILITIES (CSU)
SPECIFICATIONS AND DESIGN.
2. THE CONTRACTOR SHALL BE RESPONSIBLE TO
EXTEND ALL NEW CONDUIT ROM EXISTING STUBS
OR DESIGNATED TRANSFORMERS (ON OTHER
EXISTING DEVICES).
3, THE CONTRACTOR SHALL BE INSTALL ALL
ELECTRIC DEVICE PADS ANO/OR FOOTINGS (I.E.
TRANSFORMERS, PULL BOXES, ETC.,.) IN
ACCORDANCE WITH CSU SPECIFICATIONS AND
DESIGN DATA.
4. TILE CONTRACTOR SHALL INSTALL PULL
BOXES IN ACCORDANCE WITH CSU SPECIFICATIONS
AND DESIGN. PULL BOXES SHALL BE PROVIDED
BY CSU.
0
]i&12
WE STAT%. TN ]]841
(0]p 268-3195
(0]9 E91-6904
NMM DATE I OESCRIPIMN I
REVIEW ONLY
NOT FOR
CONSTRUCTION
2/23111
PRELIMINARY
THIS DOCUMENT IS RELEASED
MR THE PURPOSE OF INTERIM
REVIEW UNDER THE AUTHORITY
OF RABON A METCALF. P.E.
NO. 855B3, ON FEBRUARY 23.
2011 IT IS HOT TO BE USED
FOR CONSTRUCTION, BIDDING
OR PERMIT PURPOSES.
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- APPROMMATLY 04A• OF
CLEARENCE BETWEEN 24'P
ADS k B• SANITARY
TR I'R0.c I I I BUILDING No. 1 VAULT w/6" STEEL
F.F.= 24.75, SAND FILL
1 LP. MASTER METER A4 2
I I METER) w/RACKFLOW
I PREVENTOR'
IL MEN
NT
IS N
PROPOSED E.M.
PUBUC WATER LINE, �2 E
. I SEE SHEET C2.4
B 5/A'
NRE LANE sF •I_ • -- • - • - -- • -- -- r J
rn I .� _—�c�--•----------- J
• I O 6'5W
I I
15' P.U.E.
I I I 2 BUILDING No. 3 E.N.
• I Otl06 P F.F.-322.40'
I
Bus stag
BS
I � 0.0.
II
I I I LP.
Y �
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MR.
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BURDINO No. 25
F.F..321.80' EI
Al SEWER
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-7 SERVICE (UNDER BUILDING)
6S/WI
f.O.G A.I. DA1.
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3
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BUILDING No. 24
F.F.-320.90'
EA.t
i
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i E.N.
ENCASEMENT (3/8• WALL THICKNESS)
R B" DIP (CL 250) LOCI(INO JOINT
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CURB INLET
BUILDING SETBACK LINE
-----
PROPERTY LINE
-
EASEMENT UNE
P.U.F.
PUBLIC UTILITY EASEMENT
-- --
- 2" Or C PRIVATE WATER SERV
-- • --
• - 2• Dr 4' FIRE SUPPLY LINE
— - -
— 4, V. a W SM. SEWER SERMCE
-------+-
PRIMARY ELECTRIC CONDUIT
---J.-
SECONDARY ELECTRIC CONDUIT
IL
'GE SIAMW. U ]]841
fBTO) 268-3105
BTB) E01-5004
MI DATE DWRIPRONDATE DWRIPIION
90% COMPLETE
REVIEW ONLY
NOT FOR
I. REFER TO SHEET CO.I @ CO.2 FOR SITE,
PRELIMINARY
PARKING, AND MISC. CONSTRUCTION NOTES.
THIS DOCUMENT IS RELEASED
2. REFER TO SHEET C3.4 FOR MISCELLANEOUS
FOR THE PURPOSE OF INTERIM
DETAILS.
REVIEW UNDER ME AUTHORITY
OF WON A METCALF. P.E.
3. THE CONTRACTOR SHALL BE RESPONSIBLE TO
No. 88553. ON FEBRUARY
23,
ENSURE THAT ALL EXISTING IMPROVEMENTS
2011 IT IS NOT TO BE USED
(MANHOLE UDS, VAULTS, TRAFFIC BOXES, ETC...)
FOR CONSTRUCTION, BIDDING
RARE ADJUSTED SO THAT THEY ARE FLUSH WITH
OR PERMIT PURPOSES.
THE NEW SIDEWALKS AND PAVEMENT.
COGS ELECTRICAL NOTES:
I. THE CONTRACTOR SHALL INSTALL TIE
PRIMARY AND SECONDARY ELECTRICAL CONDUIT
PER COLLEGE STATION UTILITIES (CSU)
�]
SPECIFICATIONS AND DESIGN.
Z
2. THE CONTRACTOR SHALL BE RESPONSIBLE TO
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F,XiEND ALL NEW CONDUIT FROM EXISTING STUBS
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ly
OR DESIGNATED TRANSFORMERS (CR OTHER
m O
d
(EXISTING DEVICES).
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J, THE CONTRACTOR SHALL BE INSTALL ALL
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ELECTRIC DEVICE PADS AND/OR FOOTINGS (I.E.
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TRANSFORMERS. PULL BO%ES, ETC...) IN
J z Z
ACCORDANCE WITH CSU SPECIFICATIONS AND
DATA.
d ED Q
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4. THE CONTRACTOR SHALL INSTALL PULL
� � Q
IN ACCORDANCE WITH CSU SPECIFICATIONS
x w F—
BO%ES
PULL
J N LV
7i VI
BOXES SHALL BE PROVIDED
AN CSU.
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SEE SHEET C2.2
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_ -.•- - N -- " T(- " II !
1I RO' P.U.E.
(l0m]p)
IX TIGHT POLE
ti GUY YAPS ANCHOR
COLLEGE BTAIHIN, 1X ]]BN
On:
•
(
_ _
PUBUC WATER UNE. I I H1 _ -•- L I SI _ • -+- " _ �1 I I�
SEE SHEET C2.0 1 - _v - L7}I• e.t -- -- " 1 11
I
PROPOSED
1 PUBUC WATER LINE,
I
RISER
GAS PIPELINEVALVE
M. WRIER VALVE
(y]y) 508-5904
fAx; (y]B) 80t-eBD1
I I
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.
® WATER METER
P
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1
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c.o. 1
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ELECTRIC VALVE
R _ _ _
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- . jR -_
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0
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- 11 -" C.O. No. 12
1
ELECTRICAL TRANSFORMER
Pic,Pic,GAS METER
I
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1
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F.D.C.DC.
I I BUILDING No. 14 ly . F,F.•322.10' Y --I S1
I III IS Z z
®n TELEPHONE PEDESTAL
ON AREA INLET
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1 1 g
T� D 0
Y.
MR.MIT AREAJUNCUN T (
IGN AREA MGHT (GROUND)
FIXEDCURB PIPE BOLLARD
DATE
DESCRIPTION
I
I
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a
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BUILDING
F.F.>324.50
gg
� all PRE R' •11 ' _ - y -_ � 4 _ I
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11
1
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'- BUILDING SETBACK LINE
90% COMPLETE
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y y _- - j11 •11i�
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EASEMENT LINE
REVIEW ONLY
-_
^r U AT % A IAl _ I H I I4T
111 u 1
10
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110, T
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EASEMENT
_-P.aE PUBUC " PRIVATE
- 2' or 4" PRIVATE WATER SERVCIE
NOT FOR
1
1
PftOPO D Y I
PROPO Y SEWER # cop
UNE 'S1' SEE I -
SHEETC2T Allxo---
-_-' 8 __-
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II BUILDING NO: 111r- 1
0
__ _- •
_-- - 2" or 4" FIRE SUPPLY UNESANITA
___.. __... V. 8', a B' SAN. SEPAL SERVICE
"u SECONPRIMARYELECTRICICCONDUIT ND
_
CON RY ELECTRIC C ON 1
SECONDARY C CONDUIT
CONSTRUCTION
2I23M1
III Ff..321.00'
"11 L �
I
No. B I
I 1 v {D
PLAN NDTES:
No, 7
BUILDING r_� Ej
®Er R, s/w I
EN' 1III P.4. .3zz.DB' �_„
s1
„ ;
{ - -----
--- P.
• I BUILDING
F.Fll322.90'
11 _ ~ MHI
1
LIFT STARCH
1. REFER TO SHEET 0.1 A CO.2 FOR SITE,
PARKING, CONSTRUCTION NOTES.
PRELIMINARY
1 tl -_
` --
C.D. - 1 I - _ -+
LS
6
AND MISC.
THIS DOCUMENT IS RELEASED
I
I
_r_+- r-
U -' to.
1 j
2, REFER TO SHEET C3.4 FOR MISCELLANEOUS
DETAILS.
FOR THE PURPOSE OF INTERIM
I I
I
4 I
N n/7) I I `
INn/TI Y `.,
COPax..
L
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Ed,u
1 Ir -- W
s' s - -
II I •- - - r AI. -•
a - - -
1 1/R' I,R.
I
FIeEa aPnc
- NARNER
I
CONTRACTOR SHALL IN RESPONSIBLE TO
J. ENSURE
ENSUflE THAT ALL EXISTING IMPROVEMENTS
REVIEW UNDER THE AUTHORITY
OF 0503,WON O METCALF.BRUAP.E.
N0. 1 IT IS ON FTO BE U 23,
2011 R IS NOT f0 BE USED
1 I
{
= H I
11 _•- t P _ _•-
• +--
(MANHOLE UDS, VAULTS, TRAFFIC BOXES, ETC...)
FOR CONSTRUCTION, BIDDING
I
�\
Eo.c. 11 -
tla •
<` - -•
•
\&+D:I�
�� _
-¢rc- '¢•
ARE ADJUSTED SO THAT THEY ARE FLUSH WITH
THE NEW SIDEWALKS AND PAVEMENT.
OR PERMIT PURPOSES.
-�- -- 21.08 L.F. OFO'
CeC3 ELECTRICAL N07E3:
__ __-• __
\J1oF I I `AlI - L'P' -r- - - -r- _ -' DIP (CL 250) - `'"
`
O.V. _ - - - PRIVATE SEWER UNE
`\ CRAPPR GRADE LOCATION - -S -'45 497•BI'
- - APPROXIMATLY n.&r OF ��.-� B 59'S4'4B - --°"--�. pN-SIITE PRIVATE UFT
I I I L.P. _r- - - • CLEARENCE BETWEEN 24'& �� p•,g/L-''"- STATION. SEE SHEET
PRIMARYIEAND O SECONDARY SELECTRICAL ACONDUIT
PER CCLLEGE STATION UTIUME9 (CPU)
WAmc
11 SIGN
• I
\ •_ _
-
- -•- ADS k 4' SANITARY _-- 623 L.E OF 4' PVC
C2.8 @ 02.9
SPECIFICATIONS AND DESIGN,
U1
I
I
(SOR-20) PRIVATE FORCE
Z
TIDE CONTRACTOR SHALL BE RESPONSIBLE TO
I w
I (
x' P.UE. MAIN (40' MIN. BURY)
9,
n
P4, b
I I b
.
1-4" (MJ) 45' BEND
('Nn/7)
TRAFFIC
EXTEND ALL NEW CONDUIT FROM EXISTING STUBS
OR DESIGNATED TRANSFORMERS (OR OTHER
It
U M
1
I
II
I I 1
I I
''.R. 1
`
I Y I.S.-
/
- SIGN
_ _ _ --- ST
EA 1 - -
_ - �- -=
EXISDNG DEVICES).
a• THE CONTRACTOR SHALL BE INSTALL ALL
R 0
Z ��1-.•I 9
g
P
M AN [)RIVE _ �.
- -
ELECTRIC DEVICE PADS AND/OR FOOTINGS (I.E.
Q h
e'
HT-OF-WAh
HOLLEITS
TRANSFORMERS, PULL BOXES, ETC-) IN
WITH SPECIFICATIONS AND
J Z�Z 5i
W
ACCORDANCE CW
DESIGN DATA.
EL 0 53
0 V) Rai
II WAfFN -,
BiIF�
lF1IDXClE
NMNFA
_ _
-'-
I
THE CONTRACTOR SHALL INSTALL PULL
PDXESD DESIGN. ACCORDANCE
PULL BOXES SHALL BE PROVIDED
(- ' jR M a
= N 1l.1 t;
Ik
All
-
�� - •" _ r - -
BY CSU.
F_ I -
-�--
WT
yLJ
ZI U m8
Q PVT, SANITARY
SEWER PIPE LEGEND AY PVT. SANITARY SEWER JUNCITION LEGEND PVT. WATER SERVICES
0
9
NONE NONE DAL
iLNSTRE Fl E
RIM/GAME 4' OdlESTIC 2' DOMESTIC 1' MAIN 2' TIRE 2'
�
PIPE
I.D. I.D. OR RISE
LENGTH SLOPE DOWNSTREAM
UPSTREAM
UPSIN) NODE
UP TILL TDC
ELEVATION MAN SERVICE O F
J
I.D.
FROM TO IN.
R FT.
FT, I.D. NODE TYPE
T.
(FT, ADDITIONAL NOTES I.D. FT, FT. FT. FT. FT,
(FT.) (FT.)
SI
LS MH' B
1.00 3I7.19
JO].TI LS STAnw
321.47 SEE
C/P k CENT IN CETNB PETER I 210.80 202M
52
NNI MNx B
8J.66 0. 307.6I
13.6
AIAM In
JO6. NXI YNpdF. FP M.
OL RUM 181.32 SIM 61&85
J20A) RW RUSH w µ4MFNT METER 166.61 61.87 1BL30 81.86 818.]1
SJ
MN2 MH3
64FM ow Jaye
300,J0 MITI MANHOLE
3R0.62 RN RUSH x AWMERT MFrtR 63 I67.16 152.74 181.0 74.15 534.39
'
S4
MH3 MITI 6
38369 0.50 308.40
SIISJ MHS MM11pE RIEST, CMI.
320.D2 RIM FLESH x AVEMENT N. 14 Iy.72 223]3 24.15 220.36 How
ANFgMµ1fCAMPUSPCpANUNIRFS (OP), LP
55 MH4 UPS a 31.80 C&D 311.33 311.49 MH4 MANHOLE 319.93 nM RUSH r AVEl.1ENT ME" 231.66 10.19 2..d 16&IB 734.20
E6
S]
MH5 NH6 8
MH6 MH] B
IB1W 0.50 31L59
IJ0.68 O.W ]N.VR
31R.88 MH6 MMPCUC
SIS.1R NNB MINNCE
320.80 ON Y ABOVE KNISH CRApE PETER 220.50 ISI.OB 23R24 IM07 68&17
320.90 RLN J• IBOVE RNI3N GRADE METER ] J9B.'8 2RLR0 II1,B2 RJRAB 019.83
/ CNUCX GPUSLL
SB
MH) MH6 B
2)3.12 0.8E 316.N
3I11.22 MH] MANHOLE
32030 W r ABOVE FINISH GRADE METER 0 121M 17BI79 10111 N/A 38&1)
13]00 PILL CWMRY BWO.. BR. T-200
µSnN U 787M
CCARRtSLLDAMnM_WCAMPUS.CON
9B
H. 09 8
47,07 0.6E 31&32
31&56 MH6 MANHOLE
321.50 RN RUSH n AMEMENi NEVER IS N/A 8.32 N/A 8.00
PH: (512) 732-IM
SIR
MHO 60-I 6
16198 TOO 310,72
3201. MN9 MANNgE
12R00 RW FLESH • AUMENi
ED (512) 732-24N
SIT
MHI CO-2 6
299.20 IN 3'0.9'
315.10 CO -I 8'.4' REOUCER
N A Wµ9TW TO f SCAFR SEANCE LFNI
SIR
YHJ MNIO B
ImdB a80 311As
SISO CO-2 61V' REDUCER
N/A 1gIH9nw TO 4- S1'MR YRNIY IF/D
RLENWE: OIIBUPIA SCALE 1'^30'
413
S14
MN10 NH21 8
MHII CO-3 B
W_M ON 31208
20.67 1.00 313.26
JI1f0 NHIO MANHOLE
318.07 MH'1 N CE
320.12 RN FLUSH n AK Inn
322442 RIM FLUSH x AVEMENT
SUBMITTED DATG 2/23/tl
CMMN BY: RAM,
SIB TUMID CO-4 0 265.97 LED 312.58 315.16 CO-] B44' REDUCER N/A TRµ9nw TO 4- SERIES 3RNCE HAD
MH] M1.12 6
IDlie aN SODS
3I6.43 CO-4 61V'REDUCER
NA "ITSON TO" 3L6FR SGNCE LEAD
CROSSEDBY: RAH.
NHIR HWS 8
MNIJ MH11 B
121.67 O.N 3I6.N
I0.03 0.N JO.R1
3IT14 NHI2 MANHOLE
317.77 MHU mumi
321.05 RIM RUSH n AHFIflR
321.02 RIM FLESH • ACEMRR
DEID BWR: 13 PAGE6:48-J5
TIME CONSULTING ENGINEERS
SIY MHII I co-5 I TOM2.N mzw ma.70 MH14 MAJI 32278 RIN r ABORT FINISH GRADE
SEC
UH14 CO- 6
4 G
318180 -6 8'.1' REWCER
N/A TU Sm TO V WENDT YRNTL IGD
CLIENT N0. PROJECT N0.
NOTES:
e e •1' REWCFA
N A TROMPIM TO C STRxCE LEAD
17 8 - 0418
S'ECMUM SLOPE OR AU. Au SANITARY SE VA LE SS IS .D PVc (ux w).
I. THE
2. THE NOUCSN SLOPE PoII ALL 4' SANITARY SENFA LEADS A R.N1[
1 CIEANWIS SHALL BE PLACED CN 1' @ 6' SE'AFA IAIFS AT IDU SPACINGS WHO AT ALL BENO9 UFµFR
C � � C
4. IS OS SPECIFICALLY EO ALL TINT-WAT CIEANCII& AL BUIIOINC
4. UN(£64
ENTRY POINTS SMALL BE A
A` DFIOW E FINIS
W 4.S' BROW mF FINISH (LATER
SHEET � 4 OF J4
IL ORA
6. ORANtt
UOUtt CROSSING NM A
SE.
CALCULATED SFPERAnON OF IS, C! GREATER.
CAL
ARE NOT IOENIYIW.
limited to banquet halls, night clubs, restaurants, taverns, and bars that exceed 5,000
square feet in area shall require an automatic sprinkler system. A Fire Department
Connection (FDC) is required for all buildings utilizing an automatic sprinkler system.
The FDC must be located within 150 feet of a fire hydrant.
Fire Flow Requirements
In general, the calculation area for fire flow requirements is based on the total gross
area of the structure, including any area under the horizontal projections of the roof of
the structure, Portions of the building that are separated by fire walls without
openings and constructed in accordance with the International Building Code, may be
considered as separate areas for the purposes of fire flow calculations. For type IA
and type IB construction, the calculation shall be based on the area of the three
largest successive floors.
FLOW DURATION FOR BUILDINGS°
FIRE -FLOW CALCULATION AREA(i uarnrent)
FINE FLOW
gallon. per minute
FLOW
DURATION hourm
IA8n61130
Type VA. it the
Tinin IV and V-A°
Tito.HO and late
Type V-R°
0-22,700
0-12.700
0-8,200
0-5.900
0-1,600
1500
4--�
22,701-30200
12,701-17,000
8.201-10.900
5.901-7900
3,6014,800
1,750
30,201-38,700
17.001-21 ADD
10,901-12,90D
7.901-9,800
4.801-6.200
2,000
38 701-48,300
21,801-24.200
12,901-17.400
9,801-12.600
2,250
2
48,301.59,000
24,201-33,200
17,401-21,300
12.601-15,400
7,701-9.400
2,500
59.001-70,900
33,201-39,700
21,301-25,500
15.401-18,400
9,401-11.300
4750
70.901-83,70D
39.701.47.100
25.501-30.100
181401-21,800
11 301-13,40D
3.000
83.701-97,700
1 47,101-54,900
30.101-35,200
21,801-25,900
13,401-15,600
3,250
97,701-112,700
54,901-67,400
35,2014000
25 901-29 300
15601-18,000
3,500
3
112.701.128.700
63.401-72.400
40,60146.400
29 301-33.500
18,001-20.60D
3.750
128.701-145.900
72.401-82,100
46,401.52,500
33,501-37,9DO
20,601-23,300
4,000
145,901-164.200
92,101-92,400
52.501-59.100
37.901-02.700
23.301-26.300
4.250
164,201-183,4DO
92,401-103.100
59,101-66,000
42,701-47.700
26.301-29,300
4,500
183A01-203700
103, 101-114.600
66.001-73.300
47,701-53000
29.301.32.600
4,750
203,701-225 200
114.601-126.700
73,301.81.100
53.001-58 600
32.601.36,000
5 000
225,201.247,700
126.701-139.4UO
81,10489,200
58.601-65,400
36,001.39.600
5.250
247,701-271,200
139.401-152.600
89,201-97,700
65.401.70,690
39 01-43A00
51500
271,201-295,900
152,601-166.500
97,701-106,500
70 601-77 000
43.401-47.400
5.750
295,901-Greater
166,501-Greaser
ID6,501-115,800
77 001-83,700
47. 01-51.500
6,000
4
115,801-125,500
83.701-90,600
51,501.55,700
6.250
125,501-135,500
90,601-97,900
55,701.60.200
6,500
135,501-145,800
97,901-106,800
60.201-64.800
6,750
145,801-156,700
106,801-113,200
64,801-69,600
7,010
156.701.167,900
113,201-121,300
69,601-74.600
7,250
167,901-179,400
121,301-129,600
74,601.79,800
7,500
179,401-191,400
129,601-138,300
79,801-85 100
7.750
191AOI-Groatcr
138,301-Greater
85,101-Greater
8.000
For SI: I square fool= 0.0929 me. 1 gallon par minute =3.785 Vm, I pound per square inch =6.895 kPa.
a. The minbnum required flre flow shall be pemsined m be reduced by 25 percent for Group N.
b. Types of consInaction are bawd on ilia Arrmorintu l QWbling Cuck.
c. Mcasurcd al 20 psi.
- APAv-7mrN-7 �JIuDINf�S
- CovVlrvlUN1-rH CF�N"T�' �.
- MflINZEI�� -10-
All fire service features, including, but not limited to, apparatus access roadways, fire
flows, and fire hydrant locations and distribution must meet the International Fire
Code, as adopted and amended.
Fire Hydrants
Fire hydrants must be placed along an approved fire lane. Hydrants shall be located
so that no part of any structure, above ground tanks or fueling stations shall be more
than three hundred feet (300') from a fire hydrant as measured along an approved
fire lane as the fire hose is laid off the fire truck. In no case shall this distance be
measured across grass, wooded or landscaped areas, over curbs, through fences,
through ditches or across paved areas which are not designed and maintained as fire
lanes.
No part of any commercial structure shall be located outside the limits of a one
hundred fifty foot (150') arc from a point where fire apparatus can operate.
Fire hydrants must be located on the same side of a public street as the structures It Is
intended to serve, and must be accessible at all times. Parking stalls are not
permitted to be located between the fire hydrant and the fire apparatus access road.
A three foot (3') clear space is required on all sides of the fire hydrant.
The number and spacing of fire hydrants shall not be less than shown In the following
chart.
f, Tgme) -�
NUMBER AND DISTRIBUTION OF FIRE HYDRANTS
FIRE -FLOW REQUIREMENT
MINIMUMNUMSER
OF HYDRANTS
AVERAGE SPACING
BETWEEN HYDRANTS' b°
MAXIMUM DISTANCE FROM
ANY POINT ON STREET ON ROAD
FRONTAGE TO
250
1750 or less
I
500
21(KK)-21250
2
450
225
2,500
3
450
225
3.000
3
400
225
3.500-4,000
4
350
210
4,SW5,000
5
300
ISO
5,500
fi
300
180
6,Of1(y
6
250
I50
6,500-7,GQU
7
250
I50
7,500 or more
R or more•
200
120
rmr SI: 1 form =304.8 Iran. 1 gallon per minute= 3,785 Um.
v. Reduce by IOD feel furd.d-end afeetsar,,mds.
b. Where streetsme provided with median dividers which can hcemsscd by fire figmen, pulling how lines. or where emerial slams am provided with marorome
Imffi, l.. ad have n Ine iccuuntnfmore(lion 30,0DOschielesperduy,hydrant spacingshnll aveege5(8lfeetoneachsideortim teetandhcarmngedononml-
temuting basis up to it 6rc-now requirement of 7,0110 gallons per minute and 4fM feel for higher fire -flow requiremmns.
C. Wherenew never mains arc extended Hong strew where hydrant% we not needed for protection of alNemres orsimihar lie problems, fire hydrants shall he par
vided at spatting not to exceed I,(8Xt feet tot provide for transportation hamrds.
d. Redum by 50 feet far dead-end streets or roads.
e. One hydrant for each LIM gallons per minute or fraction thereof.
Fire Department Connection (FDC)
All buildings, or portions of buildings, 12,000 square feet in area or larger, per the
International Building Code, as amended, and/or all structures exceeding two stories
In height, regardless of area, are required to utilize an automatic sprinkler system
throughout the building. Portions of buildings that are separated by fire walls without
openings, constructed in accordance with the International Building Code, may not
require an automatic sprinkler system if smaller than 12,000 square feet in area.
Some assembly uses intended for food and/or drink consumption Including, but not
Z
DOMESTIC FLOW CONDITIONS
x+++++ x x++ K Y P I P E 4 x+ x x++ x++ x
+ +
* University of Kentucky Network Modeling Software
+ +
* Copyrighted by KYPIPE LLC
* Version 3 - 11/01/2005
+ x
+ + x + + x + + + x + + x x + + x + + x x x x + + x + + x
Date & Time: Wed Feb 23 16:35:43 2011
INPUT DATA FILENAME -------------- C:\Users\user\RME\Projects\178-
04-1\ENGINE-1\WATERA-1\0418W1RA.DT2
TABULATED OUTPUT FILENAME -------- C:\Users\user\RME\Projects\178-
04-1\ENGINE-1\WATERA-1\0418WIRA.OT2
POSTPROCESSOR RESULTS FILENAME --- C:\Users\user\RME\Projects\178-
04-1\ENGINE-1\WATERA-1\0418WIRA.RS2
S U M M A R Y O F O R I G I N A L D A T A
U N I T S S P E C I F I E D
FLOWRATE ............ = gallons/minute
HEAD (SOL) .......... = feet
PRESSURE ............ = psig
P I P E L I N E D A T A
STATUS CODE: XX -CLOSED PIPE CV -CHECK VALVE
P I
P E
NODE
NAMES
LENGTH
DIAMETER
ROUGHNESS
MINOR
N A
M E
#1
#2
(ft)
(in)
COEFF.
LOSS
COEFF.
-------------------------------------------------------------------------------
P-
1
R- 1
J- 7
42.00
16.00
123.7472
0.57
P-
2
R- 1
J- 6
2850.00
18.00
130.0000
2.01
P-
3
J- 4
J- 3
14.00
8.00
130.0000
0.74
P-
4
J- 3
J- 5
95.00
8.00
130.0000
2.41
P-
5
J- 3
J- 8
1120.00
8.00
130.0000
1.54
P-
6
J- 7
J- 4
279.00
16.00
123.7472
0.00
P-
7
J- 7
J- 10
1215.00
8.00
130.0000
2.46
P-
8
J- 8
J- 1
110.68
6.00
130.0000
0.00
P-
9
J- 6
R- 3
78.90
8.00
130.0000
0.57
P-
10
1- 10
J- 8
425.00
8.00
130.0000
1.54
P-
11
J- 10
J- 2
214.00
6.00
130.0000
0.92
P-
34
J-203
FH-7a
134.00
6.00
130.0000
0.74
P-
100
J- 2
J-100
44.56
8.00
130.0000
0.57
P-
101
J-100
J-101
121.13
8.00
130.0000
0.57
P-
102
J-101
J-102
277.50
8.00
130.0000
0.57
P-
103
J-102
J-103
148.95
8.00
130.0000
0.57
P-
104
J-103
J-104
259.03
8.00
130.0000
0.57
P-
105
J-104
J-105
196.32
8.00
130.0000
0.57
P-
106
J-105
J-106
178.40
12.00
130.0000
0.57
P-
107
J-106
R- 3
178.79
12.00
130.0000
1.14
P-
200
J- 1
J-200
93.08
8.00
130.0000
0.57
P-
201
J-200
J-201
276.84
8.00
130.0000
0.57
P-
202
0-201
J-202
197.03
8.00
130.0000
0.57
P-
203
J-202
J-203
690.04
6.00
130.0000
0.57
P-
300
J-101
J-300
140.80
6.00
130.0000
0.17
P-
301
J-300
FH-8
136.72
6.00
130.0000
0.57
P-
302
FH-8
J- 21
68.54
6.00
130.0000
0.00
P-
303
J- 21
J-201
131.94
6.00
130.0000
3.57
DOMESTIC FLOW CONDITIONS
P- 400
J-103
FH-9
232.11
8.00
130.0000
1.09
P- 500
J-105
J-400
147.04
8.00
130.0000
3.17
P- 501
J-400
J-401
84.96
8.00
130.0000
0.57
P- 502
J-401
J-402
60.03
6.00
130.0000
0.57
P- 503
J-402
J-403
63.06
6.00
130.0000
0.57
P- 504
J-403
J-404
92.89
6.00
130.0000
0.57
P- 505
J-404
J-203
150.50
6.00
130.0000
6.74
P- 600
J-100
FN-1
26.68
6.00
130.0000
0.34
P- 700
J-102
FH-2
26.54
6.00
130.0000
0.34
P- 800
J-104
FH-3
26.57
6.00
130.0000
0.34
P- 900
J-106
FH-4
49.59
6.00
130.0000
0.34
P-1000
J-200
FH-5
66.38
8.00
130.0000
0.34
P-1100
J-202
FH-6
30.43
6.00
130.0000
0.34
P-1200
J-300
M- 2a
27.00
6.00
130.0000
0.17
P-1300
J- 21
M- 3a
27.00
6.00
130.0000
0.17
P-1400
J-400
M- 5
46.50
6.00
130.0000
0.17
P-1500
J-401
FH-10
31.79
6.00
130.0000
0.17
P-1600
J-402
M- 7
28.50
6.00
130.0000
0.17
P-1700
J-403
M- 6
46.50
6.00
130.0000
0.17
P-1800
J-404
FH-11
31.55
6.00
130.0000
0.17
E N D N O D E D A T A
NODE
NODE
EXTERNAL
JUNCTION
EXTERNAL
NAME
TITLE
DEMAND
ELEVATION
GRADE
-----------------------------328.50
(gpm)
(it)
(ft)
---FH_i
0.00
FH-10
0.00
323.30
FH-11
0.00
321.30
FH-2
0.00
325.00
FH-3
0.00
325.00
FH-4
0.00
324.60
FH-5
144.00
325.40
FH-6
84.00
322.80
FH-7a
0.00
322.00
FH-8
0.00
325.30
FH-9
56.00
324.30
J- 1
0.00
322.50
J- 2
Connection w
0.00
329.00
J- 3
Sta. 0+00: W
44.49
334.00
J- 4
W2 Connectio
0.00
333.50
J- 5
Sta. 0+35: W
148.51
335.00
J- 6
0.00
0.00
J- 7
W1 Connectio
0.00
336.50
J- 8
Sta. 11+20:
393.56
332.00
J- 10
Sta. 12+15:
1453.44
329.50
J- 21
0.00
323.40
J-100
0.00
329.50
J-101
0.00
328.00
J-102
0.00
327.20
J-103
0.00
326.00
J-104
0.00
325.10
J-105
0.00
324.90
J-106
0.00
324.20
J-200
0.00
321.30
J-201
0.00
318.10
J-202
108.00
316.00
J-203
7.00
317.10
J-300
0.00
325.50
J-400
0.00
323.70
J-401
0.00
322.70
J-402
0.00
322.50
J-403
0.00
321.50
J-404
0.00
320.60
M- 5
182.00
324.00
M- 6
182.00
322.00
M- 7
172.00
323.00
DOMESTIC FLOW CONDITIONS
P- 303
J- 21
J-201
55.05
0.05
0.02
0.62
0.51
0.35
P- 400
J-103
FH-9
56.00
0.02
0.00
0.36
0.10
0.09
P- 500
J-105
J-400
762.85
1.63
1.17
4.87
19.00
11.07
P- 501
J-400
J-401
580.85
0.57
0.12
3.71
8.11
6.68
P- 502
J-401
J-402
580.85
1.63
0.30
6.59
33.52
27.11
P- 503
J-402
J-403
408.85
0.89
0.19
4.64
17.17
14.15
P- 504
-J-403
J-404
226.85
0.44
0.06
2.57
5.38
4.75
P- 505
J-404
J-203
226.85
0.72
0.69
2.57
9.36
4.75
P- 600
J-100
FH-1
0.00
0.00
0.00
0.00
0.00
0.00
P- 700
J-102
FH-2
0.00
0.00
0.00
0.00
0.00
0.00
P- 800
J-104
FH-3
0.00
0.00
0.00
0.00
0.00
0.00
P- 900
J-106
FH-4
0.00
0.00
0.00
0.00
0.00
0.00
P-1000
J-200
FH-5
144.00
0.03
0.00
0.92
0.57
0.50
P-1100
J-202
FH-6
84.00
0.02
0.00
0.95
0.91
0.75
P-1200
J-300
M- 2a
112.00
0.03
0.00
1.27
1.44
1.29
P-1300
J- 21
M- 3a
154.00
0.06
0.01
1.75
2.62
2.32
P-1400
J-400
M- 5
182.00
0.15
0.01
2.07
3.40
3.16
P-1500
J-401
FH-10
0.00
0.00
0.00
0.00
0.00
0.00
P-1600
J-402
M- 7
172.00
0.08
0.01
1.95
3.20
2.85
P-1700
J-403
M- 6
182.00
0.15
0.01
2.07
3.40
3.16
P-1800
J-404
FH-11
0.00
0.00
0.00
0.00
0.00
0.00
E N D N O D E R E S U L T S
NODE
NODE
EXTERNAL
HYDRAULIC
NODE
PRESSURE
NODE
NAME
TITLE
DEMAND
GRADE
ELEVATION
HEAD
PRESSURE
(gpm)
(ft)
(ft)
(ft)
(psi)
---------------------------
FH-1
0.00
_-----------------------------------
521.82
328.50
193.32
83.77
FH-10
0.00
528.11
323.30
204.81
88.75
FH-ll
0.00
524.51
321.30
203.21
88.06
FH-2
0.00
524.90
325.00
199.90
86.62
FH-3
0.00
529.33
325.00
204.33
88.54
FH-4
0.00
532.71
324.60
208.11
90.18
FH-5
144.00
519.86
325.40
194.46
84.26
FH-6
84.00
519.92
322.80
197.12
85.42
FH-7a
0.00
523.10
322.00
201.10
87.14
FH-8
0.00
520.29
325.30
194.99
84.50
FH-9
56.00
526.39
324.30
202.09
87.57
J- 1
0.00
519.90
322.50
197.40
85.54
J- 2
Connection w
0.00
521.65
329.00
192.65
83.48
J- 3
Sta. 0+00: W
44.49
533.01
334.00
199.01
86.24
J- 4
W2 Connectio
0.00
533.68
333.50
200.18
86.74
J- 5
Sta. 0+35: W
148.51
532.92
335.00
197.92
85.77
J- 6
0.00
534.00
J- 7
W1 Connectio
0.00
533.85
336.50
197.35
85.52
J- 8
Sta. 11+20:
393.56
519.95
332.00
187.95
81.45
J- 10
Sta. 12+15:
1453.44
516.96
329.50
189.46
82.10
J- 21
0.00
520.01
323.40
196.61
85.20
J-100
0.00
521.82
329.50
192.32
83.34
J-101
0.00
522.21
328.DD
194.21
84.16
J-102
0.00
524.90
327.20
197.70
85.67
J-103
0.00
526.42
326.00
200.42
86.85
J-104
0.00
529.33
325.10
204.23
88.50
J-105
0.00
531.59
324.90
206.69
89.56
J-106
0.00
532.71
324.20
208.51
90.36
J-200
0.00
519.89
32.1.30
198.59
86.06
J-201
0.00
519.95
318.10
201.85
87.47
J-202
108.00
519.95
316.00
203.95
88.38
J-203
7.00
523.10
317.10
206.00
89.27
J-300
0.00
520.90
325.50
195.40
84.67
J-400
0.00
528.79
323.70
205.09
88.87
J-401
0.00
528.11
322.70
205.41
89.01
J-402
0.00
526.09
322.50
203.59
88.22
J-403
0.00
525.01
321.50
203.51
88.19
J-404
0.00
524.51
320.60
203.91
88.36
M- 5
182.00
528.64
324.00
204.64
88.68
M- 6
182.00
524.85
322.00
202.85
87.90
M- 7
172.00
526,00
323.00
203.00
87.97
DOMESTIC FLOW CONDITIONS
M- 2a 112.00 326.00
M- 3a 154.00 323.50
R- 1 Supply from ---- 336.50 534.00
R- 3 ---- 324.00 534.00
O U T P U T O P T I O N D A T A
OUTPUT SELECTION: ALL RESULTS ARE INCLUDED IN THE TABULATED OUTPUT
S Y S T E M
C O N F I G U R A T
I O N
NUMBER
OF
PIPES ...................(p)
=
48
NUMBER
OF
END NODES ...............(j)
=
43
NUMBER
OF
PRIMARY LOOPS ...........(1)
=
4
NUMBER
OF
SUPPLY NODES ............(f)
=
2
NUMBER
OF
SUPPLY ZONES ............(z)
=
1
Case: 0
RESULTS OBTAINED AFTER 12 TRIALS: ACCURACY = 0.00005
S I M U L A T I O N D E S C R I P T I O N (L A B E L)
Callaway Villa Apartments
III P E L I N E R E S U L T S
STATUS CODE: XX -CLOSED PIPE
P I P E NODE NUMBERS
N A M E #1 #2
P-
1
R- 1
J- 7
P-
2
R- 1
J- 6
P-
3
J- 4
J- 3
P-
4
J- 3
J- 5
P-
5
J- 3
J- 8
P-
6
J- 7
J- 4
P-
7
J- 7
J- 10
P-
8
J- 8
J- 1
P-
9
J- 6
R- 3
P-
10
J- 8
J- 10
P-
ll
J- 2
J- 10
P-
34
J-203
FH-7a
P-
100
J-100
J- 2
P-
101
J-101
J-100
P-
102
J-102
J-101
P-
103
J-103
J-102
P-
104
J-104
J-103
P-
105
J-105
J-104
P-
106
J-106
J-105
P-
107
R- 3
J-106
P-
200
J- 1
J-200
P-
201
J-201
J-200
P-
202
J-202
J-201
P-
203
J-203
J-202
P-
300
J-101
J-300
P-
301
J-300
FH-8
P-
302
FH-8
J- 21
CV -CHECK VALVE
FLOWRATE
(9pm)
1737.04
0.24
958.92
148.51
765.92
958.92
778.12
61.10
0.24
311.27
364.06
0.00
364.06
364.06
685.11
685.11
741.11
741.11
1503.96
1503.96
61.10
82.90
27.85
219.85
321.05
209.05
209.05
HEAD MINOR
LOSS LOSS
(ft) (ft)
------------
0.08 0.07
0.00 0.00
0.24 0.43
0.05 0.03
12.49 0.57
0.18 0.00
13.95 0.94
0.05 0.00
0.00 0.00
0.89 0.09
2.44 0.24
0.00 0.00
0.13 0.05
0.34 0.05
2.52 0.17
1.35 0.17
2.72 0.20
2.06 0.20
0.96 0.16
0.97 0.32
0.01 0.00
0.05 0.00
0.00 0.00
3.09 0.06
1.27 0.04
0.56 0.05
0.28 0.00
LINE HL+ML/
VELO. 1000
(ft/s) (ft/ft)
--------------
2.77 3.52
0.00 0.00
6.12 47.64
0.95 0.89
4.89 11.66
1.53 0.63
4.97 12.25
0.69 0.42
0.00 0.00
1.99 2.33
4.13 12.55
0.00 0.00
2.32 3.88
2.32 3.21
4.37 9.68
4.37 10.20
4.73 11.25
4.73 11.50
4.27 6.30
4.27 7.20
0.39 0.12
0.53 0.19
0.18 0.03
2.49 4.56
3.64 9.29
2.37 4.45
2.37 4.09
HL/
1000
(ft/ft)
1.90
0.00
16.90
0.53
11.15
0.63
11.48
0.42
0.00
2.10
11_ 41
0.00
2.81
2.81
9.07
9.07
10.49
10.49
5.40
5.40
0.10
0.18
0.02
4.49
9.04
4.09
4.09
DOMESTIC FLOW CONDITIONS
M- 2a
112.00
520.86
326.00
194.86
84.44
M- 3a
154.00
519.94
323.50
196.44
85.13
R- 1
Supply from ----
534.00
336.50
197.50
85.58
R- 3
----
534.00
324.00
210.00
91.00
S U
M M A R Y O
F I N F
L O W S A N D
O
U T
F L O
W S
(+)
INFLOWS INTO
THE SYSTEM
FROM SUPPLY NODES
(-)
OUTFLOWS FROM
THE SYSTEM INTO SUPPLY NODES
NODE
FLOWRATE
NODE
NAME
(qpm)
TITLE
--------------------------------------------
R- 1
1737.28
Supply from
R- 3
1503.72
NET
SYSTEM INFLOW
= 3241.00
NET
SYSTEM OUTFLOW = 0.00
NET
SYSTEM DEMAND
= 3241.00
***** HYDRAULIC ANALYSIS COMPLETED *****
DOMESTIC FLOW CONDITION
FIRE FLOW SCENARIO #1
* * * * * * * * * * K Y P I P E 4
* University of Kentucky Network Modeling Software
* #
* Copyrighted by KYPIPE LLC
* Version 3 - 11/01/2005
* *
Date 6 Time: Wed Feb 23 16:40:41 2011
INPUT DATA FILENAME -------------- C:\Users\user\RME\Projects\178-
04-1\ENGINE-1\WATERA-1\0418W1RA.DT2
TABULATED OUTPUT FILENAME -------- C:\Users\user\RME\Projects\178-
04-1\ENGINE-1\WATERA-1\041BW1RA.OT2
POSTPROCESSOR RESULTS FILENAME --- C:\Users\user\RME\Projects\178-
04-1\ENGINE-1\WATERA-1\0418W1RA.RS2
xxxxxx#x xxxxx*xxxxxxxxxx*x*xxxxxxxx xx x*+x#x++xxx
S U M M A R Y O F O R I G I N A L D A T A
*xxxx#xxxxxxxx*x*xx#x**xxxxx#xxx#xxxxx#xx##+##xx
U N I T S S P E C I F I E D
FLOWRATE ............ = gallons/minute
HEAD (HGL) .......... = feet
PRESSURE............ = psig
P I P E L I N E D A T A
STATUS CODE:
XX -CLOSED
PIPE
CV -CHECK VALVE
P I P E
NODE
NAMES
LENGTH DIAMETER
ROUGHNESS
MINOR
N A M E
H1
#2
(ft) (in)
COEFF.
LOSS COEFF.
P-
1
R- 1
J- 7
42.00
16.00
123.7472
P-
2
R- 1
J- 6
2850.00
18.00
130.0000
P-
3
J- 4
J- 3
14.00
8.00
130.0000
P-
4
J- 3
J- 5
95.00
8.00
130.0000
P-
5
J- 3
J- 8
1120.00
8.00
130.0000
P-
6
J- 7
J- 4
279.00
16.00
123.7472
P-
7
J- 7
J- 10
1215.00
8.00
130.0000
P-
8
J- 8
J- 1
110.68
6.00
130.0000
P-
9
J- 6
R- 3
78.90
8.00
130.0000
P-
10
1- 10
J- 8
425.00
8.00
130.0000
P-
ll
J- 10
J- 2
214.00
6.00
130.0000
P-
34
J-203
FH-7a
134.00
6.00
130.0000
P-
100
1- 2
J-100
44.56
8.00
130.0000
P-
101
J-100
J-101
121.13
8.00
130.0000
P-
102
J-101
J-102
277.50.
8.00
130.0000
P-
103
J-102
J-103
148.95
8.00
130.0000
P-
104
J-103
J-104
259.03
8.00
130.0000
P-
105
J-104
J-105
196.32
8.00
130.0000
P-
106
J-105
J-106
178.40
12.00
130.0000
P-
107
J-106
R- 3
178.79
12.00
130.0000
P-
200
J- 1
J-200
93.08
8.00
130.0000
P-
201
J-200
J-201
276.84
8.00
130.0000
P-
202
J-201
J-202
197.03
8.00
130.0000
P-
203
J-202
J-203
690.04
6.00
130,0000
P-
300
J-101
J-300
140.80
6.00
130.0000
P-
301
J-300
FH-8
136.72
6.00
130.0000
P-
302
FH-B
J- 21
68.54
6.00
130.0000
P-
303
J- 21
J-201
131.94
6.00
130.0000
FIRE FLOW SCENARIO #1
P- 400
J-103
FH-9
232.11
8.00
130.0000
1.09
P- 500
J-105
J-400
147.04
8.00
130.0000
3.17
P- 501
J-400
J-401
84.96
8.00
130.0000
0.57
P- 502
J-401
J-402
60.03
6.00
130.0000
0.57
P- 503
J-402
J-403
63.06
6.00
130.0000
0.57
P- 504
J-403
J-404
92.89
6.00
130.0000
0.57
P- 505
J-404
J-203
150.50
6.00
130.0000
6.74
P- 600
J-100
PH-1
26.68
6.00
130.0000
0.34
P- 700
J-102
FH-2
26.54
6.00
130.0000
0.34
P- 800
J-104
FH-3
26.57
6.00
130.0000
0.34
P- 900
J-106
FH-4
49.59
6.00
130.0000
0.34
P-1000
J-200
FH-5
66.38
8.00
130.0000
0.34
P-1100
J-202
FH-6
30.43
6.00
130.0000
0.34
P-1200
J-300
M- 2a
27.00
6.00
130.0000
0.17
P-1300
J- 21
M- 3a
27.00
6.00
130.0000
0.17
P-1400
J-400
M- 5
46.50
6.00
130.0000
0.17
P-1500
J-401
FH-10
31.79
6.00
130.0000
0.17
P-1600
J-402
M- 7
28.50
6.00
130.0000
0.17
P-1700
J-403
M- 6
46.50
6.00
130.0000
0.17
P-1800
J-404
FH-11
31.55
6.00
130.0000
0.17
E N D N O D E D A T A
NODE
NODE
EXTERNAL
JUNCTION
EXTERNAL
NAME
TITLE
DEMAND
ELEVATION
GRADE
(gpm)
(it)
(it)
------------------------------------------------------------
FH-1
875.00
328.50
FH-10
0.00
323.30
PH-11
0.00
321.30
FH-2
0.00
325.00
FH-3
0.00
325.00
FH-4
0.00
324.60
FH-5
294.00
325.40
FH-6
84.00
322.80
FH-7a
0.00
322.00
FH-8
0.00
325.30
FH-9
56.00
324.30
J- 1
0.00
322.50
J- 2
Connection w
0.00
329.00
J- 3
Sta. 0+00: W
44.49
334.00
J- 4
W2 Connectio
0.00
333.50
J- 5
Sta. 0+35: W
148.51
335.00
J- 6
0.00
0.00
J- 7
W1 Connectio
0.00
336.50
J- 8
Sta. 11+20:
393.56
332.00
J- 10
Sta. 12+15:
1453.44
329.50
J- 21
0.00
323.40
J-100
0.00
329.50
J-101
0.00
328.00
J-102
0.00
327.20
J-103
0.00
326.00
J-104
0.00
325.10
J-105
0.00
324.90
J-106
0.00
324.20
J-200
0.00
321.30
J-201
0.00
318.10
J-202
108.00
316.00
J-203
7.00
317.10
J-300
0.00
325.50
J-400
0.00
323.70
J-401
0.00
322.70
J-402
0.00
322.50
J-403
0.00
321.50
J-404
0.00
320.60
M- 5
182.00
324.00
M- 6
182.00
322.00
M- 7
172.00
323.00
FIRE FLOW SCENARIO #1
M- 2a 112.00 326.00
M- 3a 154.00 323.50
R- 1 Supply from ---- 336.50 534.00
R- 3 ---- 324.00 534.00
O U T P U T O P T I O N D A T A
OUTPUT SELECTION: ALL RESULTS ARE INCLUDED IN THE TABULATED OUTPUT
S Y S T E M
C O N F I G U R
A T I O N
NUMBER
OF
PIPES ...................(p)
=
48
NUMBER
OF
END NODES ...............(j)
=
43
NUMBER
OF
PRIMARY LOOPS ...........(1)
=
4
NUMBER
OF
SUPPLY NODES ............(f)
=
2
NUMBER
OF
SUPPLY ZONES ............(z)
=
1
Case: 0
RESULTS OBTAINED AFTER 11 TRIALS: ACCURACY = 0.00009
S I M U L A T I O N D E S C R I P T I O N (L A B E L)
Callaway Villa Apartments
P I P
E L I N E
R E S U L
T S
STATUS CODE:
XX -CLOSED
PIPE
CV -CHECK
VALVE
P I
P E
NODE NUMBERS
FLOWRATE
HEAD
MINOR
LINE
HL+ML/
HL/
N A
M E
#1
#2
LOSS
LOSS
VELD.
1000
1000
(gpm)
(ft)
(ft)
(ft/s)
(ft/ft)
(ft/ft)
---------'
P-
1
---'
R- 1
J- 7
---------------------------------------------
2275.94
0.13
0.12
3.63
5.92
3.14
P-
2
R- 1
J- 6
0.52
0.00
0.00
0.00
0.00
0.00
P-
3
J- 4
J- 3
1227.02
0.37
0.70
7.83
77.01
26.68
P-
4
1- 3
J- 5
148.51
0.05
0.03
0.95
0.89
0.53
P-
5
J- 3
J- 8
1034.02
21.77
1.04
6.60
20.37
19.44
P-
6
J- 7
J- 4
1227.02
0.28
0.00
1.96
1.00
1.00
P-
7
J- 7
J- 10
1048.92
24.25
1.71
6.69
21.37
19.96
P-
8
J- 8
J- 1
212.08
0.46
0.00
2.41
4.20
4.20
P-
9
J- 6
R- 3
0.52
0.00
0.00
0.00
0.00
0.00
P-
10
J- 8
1- 10
428.38
1.62
0.18
2.73
4.22
3.80
P-
ll
J- 10
J- 2
23.86
0.02
0.00
0.27
0.08
0.07
P-
34
0-203
FH-7a
0.00
0.00
0.00
0.00
0.00
0.00
P-
100
J- 2
J-100
23.86
0.00
0.00
0.15
0.02
0.02
P-
101
J-101
J-100
851.14
1.64
0.26
5.43
15.71
13.55
P-
102
J-102
J-101
1050.26
5.55
0.40
6.70
21.44
20.00
P-
103
J-103
J-102
1050.26
2.98
0.40
6.70
22.67
20.00
P-
104
J-104
J-103
1106.26
5.71
0.44
7.06
23.73
22.03
P-
105
J-105
J-104
1106.26
4.32
0.44
7.06
24.27
22.03
P-
106
J-106
J-105
1990.06
1.62
0.28
5.65
10.65
9.07
P-
107
R- 3
J-106
1990.06
1.62
0.56
5.65
12.23
9.07
P-
200
J- 1
J-200
212.08
0.10
0.02
1.35
1.21
1.03
P-
201
J-201
J-200
81.92
0.05
0.00
0.52
0.19
0.18
P-
202
J-202
J-201
148.79
0.11
0.01
0.95
0.58
0.54
P-
203
J-203
J-202
340.79
6.97
0.13
3.87
10.29
10.10
P-
300
J-101
J-300
199.13
0.53
0.01
2.26
3.83
3.73
P-
301
J-300
FH-8
87.13
0.11
0.01
0.99
0.87
0.81
P-
302
FH-8
J- 21
87.13
0.06
0.00
0.99
0.81
0.81
FIRE FLOW SCENARIO #1
P- 303
J-201
J- 21
66.87
0.07
0.03
0.76
0.74
0.49
P- 400
J-103
FH-9
56.00
0.02
0.00
0.36
0.10
0.09
P- 500
J-105
J-400
883.79
2.14
1.57
5.64
25.18
14.53
P- 501
J-400
J-401
701.79
0.81
0.18
4.48
11.57
9.48
P- 502
J-401
J-402
701.79
2.31
0.56
7.96
47.84
3B.49
P- 503
J-402
J-403
529.79
1.44
0.32
6.01
27.94
22.87
P- 504
J-403
J-404
347.79
0.97
0.14
3.95
11.97
10.49
P- 505
J-404
J-203
347.79
1.58
1.63
3.95
21.32
10.49
P- 600
J-100
FH-1
875.00
1.55
0.52
9.93
77.41
57.91
P- 700
J-102
FH-2
0.00
0.00
0.00
0.00
0.00
0.00
P- 800
J-104
FH-3
0.00
0.00
0.00
0.00
0.00
0.00
P- 900
J-106
FH-4
0.00
0.00
0.00
0.00
0.00
0.00
P-1000
J-200
FH-5
294.00
0.13
0.02
1.88
2.17
1.89
P-1100
J-202
FH-6
84.00
0.02
0.00
0.95
0.91
0.75
P-1200
J-300
M- 2a
112.00
0.03
0.00
1.27
1.44
1.29
P-1300
J- 21
M- 3a
154.00
0.06
0.01
1.75
2.62
2.32
P-1400
J-400
M- 5
182.00
0.15
0.01
2.07
3.40
3.16
P-1500
J-401
FH-10
0.00
0.00
0.00
0.00
0.00
0.00
P-1600
J-402
M- 7
172.00
0.08
0.01
1.95
3.20
2.85
P-1700
J-403
M- 6
182.00
0.15
0.01
2.07
3.40
3.16
P-1800
J-404
FH-11
0.00
0.00
0.00
0.00
0.00
0.00
E N D N O
D E R E S U L T S
NODE
NODE
EXTERNAL
HYDRAULIC
NODE
PRESSURE
NODE
NAME
TITLE
DEMAND
GRADE
ELEVATION
HEAD
PRESSURE
(gpm)
(ft)
(ft)
(ft)
(psi)
------------------------------------------------------------------------------
FH-1
875.00
505.71
328.50
177.21
76.79
FH-10
0.00
525.23
323.30
201.93
87.50
FH-11
0.00
519.4E
321.30
198.18
85.88
FH-2
0.00
515.63
325.00
190.63
62.60
FH-3
0.00
525.15
325.00
200.15
86.73
FH-4
0.00
531.81
324.60
207.21
89.79
FH-5
294.00
508.86
325.40
183.46
79.50
FH-6
84.00
509.15
322.80
186.35
80.75
FH-7a
0.00
516.27
322.00
194.27
84.19
FH-8
0.00
509,02
325.30
183.72
79.61
FH-9
56.00
518.98
324.30
194.68
64.36
J- 1
0.00
509.12
322.50
186.62
8O.B7
J- 2
Connection w
0.00
507.77
329.00
17B.77
77.47
J- 3
Sta. 0+00: W
44.49
532.39
334.00
198.39
85.97
J- 4
W2 Connectio
0.00
533.47
333.50
199.97
86.65
J- 5
Sta. 0+35: W
148.51
532.31
335.00
197.31
85.50
J- 6
0.00
534.00
J- 7
W1 Connectio
0.00
533.75
336.50
197.25
85.48
J- 8
Sta. 11+20:
393.56
509.58
332.00
177.56
76.95
J- 10
Sta. 12+15:
1453.44
507.79
329.50
178.29
77.26
J- 21
0.00
508.96
323.40
185.56
80.41
J-100
0.00
507.77
329.50
178.27
77.25
J-101
0.00
509.6E
328.00
181.68
78.73
J-102
0.00
515.63
327.20
188.43
81.65
J-103
0.00
519.00
326.00
193.00
83_63
J-104
0.00
525.15
325.10
200.05
86.69
J-105
0.00
529.91
324.90
205.01
88.84
J-106
0.00
531.81
324.20
207.61
89.97
J-200
0.00
509.01
321.30
187.71
81.34
J-201
0.00
509.06
318.10
190.96
82.75
J-202
108.00
509.17
316.00
193.17
83.71
J-203
7.00
516.27
317.10
199.17
86.31
J-300
0.00
509.14
325.50
183.64
79.58
J-400
0.00
526,21
323.70
202.51
87.75
J-401
0.00
525.23
322.70
202.53
87.76
J-402
0.00
522.36
322.50
199.86
86.60
J-403
0.00
520.59
321.50
199.09
86.27
J-404
0.00
519.48
320.60
198.BB
86.18
M- 5
182.00
526.05
324.00
202.05
87.56
M- 6
1B2.00
520.44
322.00
198.44
85.99
M- 7
172.00
522.27
323.00
199.27
86.35
FIRE FLOW SCENARIO #1
M- 2a 112.00 509.10
326.00
183.10
79.34
M- 3a 154.00 508.89
323.50
185.39
80.34
R- 1 Supply from ---- 534.00
336.50
197.50
85.58
R- 3 ---- 534.00
324.00
210.00
91.00
S U M M A R Y O F I N F L O W S A N D O U T F
L O W S
(+) INFLOWS INTO THE SYSTEM FROM SUPPLY NODES
(-) OUTFLOWS FROM THE SYSTEM INTO SUPPLY NODES
NODE FLOWRATE NODE
NAME (gpm) TITLE
--------------------------------------------
R- 1 2276.46 Supply from
R- 3 1989.54
NET SYSTEM INFLOW = 4266.00
NET SYSTEM OUTFLOW = 0.00
NET SYSTEM DEMAND = 4266.00
***** HYDRAUT,TF ANALYSTS COMPLRTED *****
FIRE FLOW SCENARIO #2
x x x x x x x x x x K Y P I P E 4 x x x x x x x x x x
* University of Kentucky Network Modeling Software
+ x
* Copyrighted by KYPIPE LLC
* Version 3 - 11/01/2005
x x x x x x x x x x x x x x x x x x x x x x x x x x x x x
Date & Time: Wed Feb 23 16:47:32 2011
INPUT DATA FILENAME -------------- C:\Users\user\RME\Projects\178-
04-1\ENGINE-1\WATERA-1\0418W1RA.DT2
TABULATED OUTPUT FILENAME -------- C:\Users\user\RME\Projects\178-
04-1\ENGINE-1\WATERA-1\0418WSRA.OT2
POSTPROCESSOR RESULTS FILENAME --- C:\Users\user\RME\Projects\178-
04-1\ENGINE-1\WATERA-1\0418W1RA.RS2
x xxxxxxxxxxxxx+*xxxx**xxxxxxxxxxxxxxxxxxxxxxxxxx
S U M M A R Y O F O R I G I N A L D A T A
x xxxxxxxxxxxxxxxxxxxxxxxxxx xx xxxxxxxxxxxxxxxxxxx
U N I T S S P E C I F I E D
FLOWRATE = gallons/minute
HEAD (HGL) .......... = feet
PRESSURE ............ = psig
P I P E L I N E D A T A
STATUS CODE:
XX -CLOSED
PIPE
CV -CHECK VALVE
P I
P E
NODE
NAMES
LENGTH
DIAMETER
ROUGHNESS
MINOR
N A
M E
#1
#2
(ft)
(in)
COEFF.
LOSS
COEFF.
P-
1
R- 1
J- 7
42.00
16.00
---------------------------
123.7472
0.57
P-
2
R- 1
J- 6
2850.00
18.00
130.0000
2.01
P-
3
J- 4
J- 3
14.00
8.00
130.0000
0.74
P-
4
J- 3
J- 5
95.00
8.00
130.0000
2.41
P-
5
J- 3
J- 8
1120.00
8.00
130.0000
1.54
P-
6
J- 7
J- 4
279.00
16.00
123.7472
0.00
P-
7
J- 7
J- 10
1215.00
8.00
130.0000
2.46
P-
8
J- 8
J- 1
110.68
6.00
130.0000
0.00
P-
9
J- 6
R- 3
78.90
8.00
130.0000
0.57
P-
10
1- 10
J- 8
425.00
8.00
130.0000
1.54
P-
ll
J- 10
J- 2
214.00
6.00
130.0000
0.92
P-
34
J-203
FH-7a
134.00
6.00
130.0000
0.74
P-
100
J- 2
J-100
44.56
8.00
130.0000
0.57
P-
101
J-100
J-101
121.13
8.00
130.0000
0.57
P-
102
J-101
J-102
277.50
8.00
130.0000
0.57
P-
103
J-102
J-103
148.95
8.00
130.0000
0.57
P-
104
J-103
J-104
259.03
8.00
130.0000
0.57
P-
105
J-104
J-105
196.32
8.00
130.0000
0.57
P-
106
J-105
J-106
178.40
12.00
130.0000
0.57
P-
107
J-106
R- 3
178.79
12.00
130.0000
1.14
P-
200
J- 1
J-200
93.08
8.00
130.0000
0.57
P-
201
J-200
J-201
276.84
8.00
130.0000
0.57
P-
202
J-201
J-202
197.03
8.00
130.0000
0.57
P-
203
J-202
J-203
690.04
6.00
130.0000
0.57
P-
300
J-101
J-300
140.80
6.00
130.0000
0.17
P-
301
J-300
FH-8
136.72
6.00
130.0000
0.57
P-
302
FH-8
J- 21
68.54
6.00
130.0000
0.00
P-
303
J- 21
J-201
131.94
6.00
130.0000
3.57
FIRE FLOW SCENARIO #2
P- 400
J-103
FH-9
232.11
8.00
130.0000
1.09
P- 500
J-105
J-400
147.04
8.00
130.0000
3.17
P- 501
0-400
J-401
84.96
8.00
130.0000
0.57
P- 502
J-401
J-402
60.03
6.00
130.0000
0.57
P- 503
J-402
J-403
63.06
6.00
130.0000
0.57
P- 504
J-403
J-404
92.89
6.00
130.0000
0.57
P- 505
J-404
J-203
150.50
6.00
130.0000
6.74
P- 600
J-100
FH-1
26.68
6.00
130.0000
0.34
P- 700
J-102
FH-2
26.54
6.00
130.0000
0.34
P- 800
J-104
FH-3
26.57
6.00
130.0000
0.34
P- 900
J-106
FH-4
49.59
6.00
130.0000
0.34
P-1000
J-200
FH-5
66.38
8.00
130.0000
0.34
P-1100
J-202
FH-6
30.43
6.00
130.0000
0.34
P-1200
J-300
M- 2a
27.00
6.00
130.0000
0.17
P-1300
J- 21
M- 3a
27.00
6.00
130.0000
0.17
P-1400
J-400
M- 5
46.50
6.00
130.0000
0.17
P-1500
J-401
FH-10
31.79
6.00
130.0000
0.17
P-1600
J-402
M- 7
28.50
6.00
130.0000
0.17
P-1700
J-403
M- 6
46.50
6.00
130.0000
0.17
P-1800
J-404
FH-11
31.55
6.00
130.0000
0.17
E N D N O D E D A T A
NODE
NODE
EXTERNAL
JUNCTION
EXTERNAL
NAME
TITLE
DEMAND
ELEVATION
GRADE
(gpm)
(ft)
(ft)
------------------------------------------------------------
FH-1
0.00
328.50
FH-10
0.00
323.30
FH-11
0.00
321.30
FH-2
875.00
325.00
FH-3
0.00
325.00
FH-4
0.00
324.60
FH-5
144.00
325.40
FH-6
B4.00
322.80
FH-7a
0.00
322.00
FH-8
0.00
325.30
FH-9
56.00
324.30
J- 1
0.00
322.50
J- 2
Connection w
0.00
329.00
J- 3
Sta. 0+00: W
44.49
334.00
J- 4
W2 Connectio
0.00
333.50
J- 5
Sta. 0+35: W
148.51
335.00
J- 6
0.00
0.00
J- 7
W1 Connectio
0.00
336.50
J- 8
Sta. 11+20:
393.56
332.00
J- 10
Ste. 12+15:
1453.44
329.50
J- 21
0.00
323.40
J-100
0.00
329.50
J-101
0.00
328.00
J-102
0.00
327.20
J-103
0.00
326.00
J-104
0.00
325.10
J-105
0.00
324.90
J-106
0.00
324.20
J-200
0.00
321.30
J-201
0.00
318.10
J-202
108.00
316.00
J-203
7.00
317.10
J-300
0.00
325.50
J-400
0.00
323.70
J-401
0.00
322.70
J-402
0.00
322.50
J-403
0.00
321.50
J-404
0.00
320.60
M- 5
182.00
324.00
M- 6
182.00
322.00
M- 7
172.00
323.00
FIRE FLOW SCENARIO N2
M- 2a 262.00 326.00
M- 3a 154.00 323.50
R- 1 Supply from ---- 336.50 534.00
R- 3 ---- 324.00 534.00
O U T P U T O P T I O N D A T A
OUTPUT SELECTION: ALL RESULTS ARE INCLUDED IN THE TABULATED OUTPUT
S Y S T E M
C O N F I G U R A
T I O N
NUMBER
OF
PIPES ...................(p)
= 48
NUMBER
OF
END NODES ...............(j)
= 43
NUMBER
OF
PRIMARY LOOPS ...........(1)
= 4
NUMBER
OF
SUPPLY NODES ............(f)
= 2
NUMBER
OF
SUPPLY ZONES ............(z)
= 1
__ _ _ _______
__ Case: 0______________________
RESULTS OBTAINED AFTER 11 TRIALS: ACCURACY = 0.00009
S I M U L A T I O N D E S C R I P T I O N (L A B E L)
Callaway Villa Apartments
P I P E L I N E R E S U L T S
STATUS CODE: XX -CLOSED PIPE CV -CHECK VALVE
P I
P E
NODE
NUMBERS
FLOWRATE
HEAD
MINOR
LINE
HL+ML/
HL/
N A
M E
$1
N2
LOSS
LOSS
VELD.
1000
1000
_--_--___
(gpm)
(ft)
(ft)
(ft/s)
(ft/ft)
(ft/ft)
P-
1
R- 1
J- 7
2162.65
0.12
------_--_
0.11
3.45
5.36
_--------
2.86
P-
2
R- 1
J- 6
0.52
0.00
0.00
0.00
0.00
0.00
P-
3
J- 4
J- 3
1174.32
0.34
0.65
7.49
70.70
24.60
P-
4
J- 3
J- 5
148.51
0.05
0.03
0.95
0.89
0.53
P-
5
J- 3
J- 8
981.32
19.76
0.94
6.26
18.48
17.64
P-
6
J- 7
1- 4
1174.32
0.26
0.00
1.87
0.92
0.92
P-
7
J- 7
J- 10
988.33
21.72
1.52
6.31
19.13
17.88
P-
8
J- 8
J- 1
227.99
0.53
0.00
2.59
4.80
4.80
P-
9
J- 6
R- 3
0.52
0.00
0.00
0.00
0.00
0.00
P-
10
1- 8
J- 10
359.77
1.17
0.13
2.30
3.05
2.75
P-
ll
J- 2
J- 10
105.34
0.25
0.02
1.20
1.24
1.15
P-
34
J-203
FH-7a
0.00
0.00
0.00
0.00
0.00
0.00
P-
100
J-100
0- 2
105.34
0.01
0.00
0.67
0.37
0.28
P-
101
J-101
J-100
105.34
0.03
0.00
0.67
0.32
0.28
P-
102
J-102
J-101
317.89
0.61
0.04
2.03
2.32
2.19
P-
103
J-103
0-102
1192.89
3.77
0.51
7.61
28.77
25.33
P-
104
J-104
J-103
1248.89
7.14
0.56
7.97
29.74
27.57
P-
105
3-105
J-104
1248.89
5.41
0.56
7.97
30.44
27.57
P-
106
J-106
J-105
2103.35
1.79
0.32
5.97
11.82
10.05
P-
107
R- 3
J-106
2103.35
1.80
0.63
5.97
13.57
10.05
P-
200
J- 1
J-200
227.99
0.11
0.02
1.46
1.38
1.18
P-
201
J-200
J-201
83.99
0.05
0.00
0.54
0.20
0.19
P-
202
J-202
J-201
119.47
0.07
0.01
0.76
0.38
0.36
P-
203
J-203
J-202
311.47
5.90
0.11
3.53
8.71
8.55
P-
300
J-101
J-300
212.54
0.59
0.02
2.41
4.32
4.21
P-
301
FH-8
J-300
49.46
0.04
0.00
0.56
0.30
0.28
P-
302
J- 21
FH-8
49.46
0.02
0.00
0.56
0.28
0.28
FIRE FLOW SCENARIO #2
P- 303
J-201
J- 21
203.46
0.51
0.30
2.31
6.12
3.89
P- 400
J-103
PH-9
56.00
0.02
0.00
0.36
0.10
0.09
P- 500
J-105
J-400
854..47
2.01
1.46
5.45
23.61
13.65
P- 501
J-400
J-401
672.47
0.74
0.16
4.29
10.68
8.76
P- 502
J-401
J-402
672.47
2.13
0.52
7.63
44.15
35.56
P- 503
J-402
J-403
500.47
1.30
0.29
5.68
25.10
20.58
P- 504
J-403
J-404
318.47
0.83
0.12
3.61
10.15
8.91
P- 505
J-404
J-203
318.47
1.34
1.37
3.61
17.99
8.91
P- 600
J-100
FH-1
0.00
0.00
0.00
0.00
0.00
0.00
P- 700
J-102
FH-2
875.00
1.54
0.52
9.93
77.51
57.91
P- Boo
J-104
FH-3
0.00
0.00
0.00
0.00
0.00
0.00
P- 900
J-106
FH-4
0.00
0.00
0.00
0.00
0.00
0.00
P-1000
J-200
FH-5
144.00
0.03
0.00
0.92
0.57
0.50
P-1100
J-202
FH-6
84.00
0.02
0.00
0.95
0.91
0.75
P-1200
1-300
M- 2a
262.00
0.17
0.02
2.97
7.07
6.21
P-1300
J- 21
M- 3a
154.00
0.06
0.01
1.75
2.62
2.32
P-1400
J-400
M- 5
182.00
0.15
0.01
2.07
3.40
3.16
P-1500
J-401
FH-10
0.00
0.00
0.00
0.00
0.00
0.00
P-1600
J-402
M- 7
172.00
0.08
0.01
1.95
3.20
2.85
P-1700
J-403
M- 6
182.00
0.15
0.01
2.07
3.40
3.16
P-1800
J-404
FH-11
0.00
0.00
0.00
0.00
0.00
0.00
E N D N O D E R E S U L T S
NODE
NODE
EXTERNAL
HYDRAULIC
NODE
PRESSURE
NODE
NAME
TITLE
DEMAND
GRADE
ELEVATION
HEAD
PRESSURE
(gpm)
(ft)
(ft)
-_--------_---------------
(ft)
(psi)
- -----------------`
FH-1
-----------
0.00
510.82
328.50
182.32
79.01
FH-10
0.00
525.09
323.30
201.79
87.44
FH-11
0.00
519.91
321.30
198.61
86.06
FH-2
875.00
509.44
325.00
184.44
79.93
FH-3
0.00
523.49
325.00
198.49
86.01
FH-4
0.00
531.57
324.60
206.97
89.69
FH-5
144.00
511.13
325.40
185.73
80.48
FH-6
84.00
511.17
322.80
188.37
81.63
FH-7a
0.00
517.20
322.00
195.20
84.59
FH-8
0.00
510.29
325.30
184.99
80.16
FH-9
56.00
515.76
324.30
191.46
82.97
J- 1
0.00
511.30
322.50
188.80
81.81
J- 2
Connection w
0.00
510.80
329.00
181.80
78.78
J- 3
Sta. 0+00: W
44.49
532.53
334.00
198.53
86.03
J- 4
W2 Connectio
0.00
533.52
333.50
200.02
86.67
J- 5
Sta. 0+35: W
148.51
532.44
335.00
197.44
85.56
J- 6
0.00
534.00
J- 7
W1 Connectio
0.00
533.77
336.50
197.27
85.49
J- 8
Sta. 11+20:
393.56
511.83
332.00
179.83
77.93
J- 10
Sta. 12+15:
1453.44
510.54
329.50
181.04
78.45
J- 21
0.00
510.31
323.40
186.91
80.99
J-100
0.00
510.82
329.50
181.32
78.57
J-101
0.00
510.86
328.00
182.86
79.24
J-102
0.00
511.50
327.20
184.30
79.8.6
J-103
0.00
515.79
326.00
189.79
82.24
J-104
0.00
523.49
325.10
198.39
85.97
J-105
0.00
529.47
324.90
204.57
88.64
J-106
0.00
531.57
324.20
207.37
89.86
J-200
0.00
511.17
321.30
189.87
82.28
J-201
0.00
511.12
318.10
193.02
B3.64
J-202
108.00
511.19
316.00
195.19
84.58
J-203
7.00
517.20
317.10
200.10
86.71
J-300
0.00
510.25
325.50
184.75
80.06
J-400
0.00
525.99
323.70
202.29
87.66
J-401
0.00
525.09
322.70
202.39
87.70
J-402
0.00
522.44
322.50
199.94
86.64
J-403
0.00
520.85
321.50
199.35
86.39
J-404
0.00
519.91
320.60
199.31
86.37
M- 5
182.00
525.84
324.00
201.84
07.46
M- 6
182.00
520.70
322.00
198.70
86.10
M- 7
172.00
522.35
323.00
199.35
86.38
FIRE
FLOW SCENARIO #2
M- 2a
262.00
510.06
326.00
184.06
79.76
M- 3a
154.00
510.24
323.50
1B6.74
B0.92
R- 1
Supply from ----
534.00
336.50
197.50
85.58
R- 3
----
534.00
324.00
210.00
91.00
S U
M M A R Y O
F I N F
L O W S A
N D O
U T
F L O
W S
(+)
INFLOWS INTO THE
SYSTEM
FROM SUPPLY
NODES
(-)
OUTFLOWS FROM
THE SYSTEM INTO SUPPLY
NODES
NODE
FLOWRATE
NODE
NAME
(gpm)
TITLE
---
R- 1
"'-"_-----------Y
2163.17
---------
Supply from
R- 3
2102.83
NET
SYSTEM INFLOW
= 4266.00
NET
SYSTEM OUTFLOW
= 0.00
NET
SYSTEM DEMAND
= 4266.00
***** HYDRAULIC ANALYSIS COMPLETED *****
FIRE FLOW SCENARIO 42
FIRE FLOW SCENARIO #3
x x x x x x x x++ K Y P I P E 4 x x x x+ x++++
x +
* University of Kentucky Network Modeling Software
x x
* Copyrighted by KYPIPE LLC
* Version 3 - 11/01/2005
x +
+ x x x x x x x x x+++ x x x+ x x x x x x x x x+++
Date 5 Time: Wed Feb 23 16:52:34 2011
INPUT DATA FILENAME -- C:\Users\user\RME\Projects\178-
04-1\ENGINE-1\WATERA-1\0418W1RA.DT2
TABULATED OUTPUT FILENAME C:\Users\user\RME\Projects\178-
04-1\ENGINE-1\WATERA-1\0418W1RA.OT2
POSTPROCESSOR RESULTS FILENAME --- C:\Users\User\RME\Projects\178-
04-1\ENGINE-1\WATERA-1\0418WIRA.RS2
++++++++xxxxxxxxx++++++++++++++++++xx++++++xx+++
S U M M A R Y O F O R I G I N A L D A T A
U N I T S S P E C I F I E D
FLOWRATE ............ = gallons/minute
HEAD (HGL) .......... = feet
PRESSURE ............ = psig
P I P E L I N E D A T A
STATUS CODE: XX -CLOSED PIPE CV -CHECK VALVE
P I
P E
NODE
NAMES
LENGTH
DIAMETER
ROUGHNESS
MINOR
N A
M E
#1
02
(ft)
(in)
COEFF.
LOSS
COEFF.
-------------------------------------------'
P-
1
R- 1
J- 7
42.00
16.00
--_----------
123.7472
0.57
P-
2
R- 1
J- 6
2850.00
18.00
130.0000
2.01
P-
3
J- 4
J- 3
14.00
8.00
130.0000
0.74
P-
4
J- 3
J- 5
95.00
8.00
130.0000
2.41
2-
5
J- 3
J- 8
1120.00
8.00
130.0000
1.54
P-
6
J- 7
J- 4
279.00
16.00
123.7472
0.00
P-
7
J- 7
J- 10
1215.00
8.00
130.0000
2.46
P-
8
J- 8
J- 1
110.68
6.00
130.0000
0.00
P-
9
J- 6
R- 3
78.90
8.00
130.0000
0.57
P-
10
1- 10
J- 8
425.00
8.00
130.0000
1.54
P-
ll
J- 10
J- 2
214.00
6.00
130.0000
0.92
P-
34
J-203
FH-7a
134.00
6.00
130.0000
0.74
P-
100
J- 2
17-100
44.56
8.00
130.0000
0.57
P-
101
J-100
J-101
121.13
8.00
130.0000
0.57
P-
102
J-101
J-102
277.50
8.00
130.0000
0.57
P-
103
J-102
J-103
148.95
8.00
130.0000
0.57
P-
104
J-103
J-104
259.03
8.00
130.0000
0.57
P-
105
J-104
J-105
196.32
8.00
130.0000
0.57
P-
106
J-105
J-106
178.40
12.00
130.0000
0.57
P-
107
13-106
R- 3
178.79
12.00
130.0000
1.14
P-
200
J- 1
J-200
93.08
8.00
130.0000
0.57
P-
201
J-200
J-201
276.84
8.00
130.0000
0.57
P-
202
J-201
J-202
197.03
8.00
130.0000
0.57
P-
203
J-202
J-203
690.04
6.00
130.0000
0.57
P-
300
J-101
J-300
140.80
6.00
130.0000
0.17
P-
301
J-300
FH-8
136.72
6.00
130.0000
0.57
P-
302
FH-8
J- 21
68.54
6.00
130.0000
0.00
P-
303
J- 21
J-201
131.94
6.00
130.0000
3.57
FIRE FLOW SCENARIO #3
P- 400
J-103
FH-9
232.11
8.00
130.0000
1.09
P- 500
J-105
J-400
147.04
8.00
130.0000
3.17
P- 501
J-400
J-401
84.96
8.00
130.0000
0.57
P- 502
J-401
J-402
60.03
6.00
130.0000
0.57
P- 503
J-402
J-403
63.06
6.00
130.0000
0.57
P- 504
J-403
J-404
92.89
6.00
130.0000
0.57
P- 505
J-404
J-203
150.50
6.00
130.0000
6.74
P- 600
J-100
FH-1
26.68
6.00
130.0000
0.34
P- 700
J-102
FH-2
26.54
6.00
130.0000
0.34
P- 800
0-104
FH-3
26.57
6.00
130.0000
0.34
P- 900
J-106
FH-4
49.59
6.00
130.0000
0.34
P-1000
J-200
FH-5
66.38
8.00
130.0000
0.34
P-1100
J-202
FH-6
30.43
6.00
130.0000
0.34
P-1200
J-300
M- 2a
27.00
6.00
130.0000
0.17
P-1300
J- 21
M- 3a
27.00
6.00
130.0000
0.17
P-1400
J-400
M- 5
46.50
6.00
130.0000
0.17
P-1500
J-401
FH-10
31.79
6.00
130.0000
0.17
P-1600
J-402
M- 7
28.50
6.00
130.0000
0.17
P-1700
J-403
M- 6
46.50
6.00
130.0000
0.17
P-1800
0-404
FH-11
31.55
6.00
130.0000
0.17
E N D N O D E D A T A
NODE
NODE
EXTERNAL
JUNCTION
EXTERNAL
NAME
TITLE
DEMAND
ELEVATION
GRADE
(gpm)
(ft)
(ft)
FH-1
------------------------------------.
0.00
328.50
FH-10
0.00
323.30
FH-11
0.00
321.30
FH-2
0.00
325.00
FH-3
875.00
325.00
FH-4
0.00
324.60
PH-5
144.00
325.40
FH-6
84.00
322.80
FH-7a
0.00
322.00
FH-8
0.00
325.30
FH-9
56.00
324.30
J- 1
0.00
322.50
J- 2
Connection w
0.00
329.00
J- 3
Sta. 0+00: W
44.49
334.00
J- 4
W2 Connectio
0.00
333.50
J- 5
Sta. 0135: W
148.51
335.00
J- 6
0.00
0.00
J- 7
W1 Connectio
0.00
336.50
J- 8
Sta. 11+20:
393.56
332.00
J- 10
Sta. 12+15:
1453.44
329.50
J- 21
0.00
323.40
J-100
0.00
329.50
J-101
0.00
328.00
J-102
0.00
327.20
J-103
0.00
326.00
J-104
0.00
325.10
J-105
0.00
324.90
J-106
0.00
324.20
J-200
0.00
321.30
J-201
0.00
318.10
J-202
108.00
316.00
J-203
7.00
317.10
J-300
0.00
325.50
J-400
0.00
323.70
J-401
0.00
322.70
J-402
0.00
322.50
J-403
0.00
321.50
J-404
0.00
320.60
M- 5
332.00
324.00
M- 6
182.00
322.00
M- 7
172.00
323.00
M- 2a
M- 3a
R- 1 Supply from
R- 3
FIRE FLOW SCENARIO #3
112.00 326.00
154.00 323.50
---- 336.50 534.00
---- 324.00 534.00
O U T P U T O P T I O N D A T A
OUTPUT SELECTION: ALL RESULTS ARE INCLUDED IN THE TABULATED OUTPUT
S Y S T E M
C O N F I G U R A T I
O N
NUMBER
OF
PIPES ...................(p)
=
48
NUMBER
OF
END NODES ...............(j)
=
43
NUMBER
OF
PRIMARY LOOPS ...........(1)
=
4
NUMBER
OF
SUPPLY NODES ............(f)
=
2
NUMBER
OF
SUPPLY ZONES ............(z)
=
1
Case: 0
RESULTS OBTAINED AFTER 11 TRIALS: ACCURACY = 0.00010
S I M U L A T I O N D E S C R I P T I O N (L A B E L)
Callaway Villa Apartments
P I P E L I N E R E S U L T S
STATUS CODE: XX -CLOSED PIPE
P I P E NODE NUMBERS
NAME 111 #2
P-
I
R- 1
J- 7
P-
2
R- 1
J- 6
P-
3
J- 4
J- 3
P-
4
J- 3
J- 5
P-
5
J- 3
J- 8
P-
6
J- 7
J- 4
P-
7
J- 7
J- 10
P-
8
J- 8
J- 1
P-
9
J- 6
R- 3
P-
10
J- 8
J- 10
P-
ll
J- 2
J- 10
P-
34
J-203
FH-7a
P-
100
J-100
J- 2
P-
101
J-101
0-100
P-
102
J-102
J-101
P-
103
J-103
J-102
P-
104
J-104
J-103
P-
105
J-105
J-104
P-
106
J-106
J-105
P-
107
R- 3
J-106
P-
200
J- 1
J-200
P-
201
J-200
J-201
P-
202
J-202
J-201
P-
203
J-203
J-202
P-
300
J-101
J-300
P-
301
0-300
FH-8
P-
302
FH-8
J- 21
CV -CHECK VALVE
FLOWRATE
(4pm)
1936.33
0.52
1060.98
148.51
867.9E
1060.98
875.35
154.91
0.52
319.51
258.58
0.00
258.58
258.58
490.14
490.14
546.14
1421.14
2329.67
2329.67
154.91
10.91
23.53
215.53
231.56
119.56
119.56
HEAD MINOR LINE HL+ML/ HL/
LOSS LOSS VELD. 1000 1000
(ft) (ft) (ft/s) (ft/ft) (ft/ft)
--------------------------------------
0.10 0.08 3.09 4.34 2.33
0.00 0.00 0.00 0.00 0.00
0.29 0.53 6.77 58.02 20.38
0.05 0.03 0.95 0.89 0.53
15.74 0.73 5.54 14.71 14.05
0.21 0.00 1.69 0.76 0.76
17.35 1.19 5.59 15.26 14.28
0.26 0.00 1.76 2.35 2.35
0.00 0.00 0.00 0.00 0.00
0.94 0.10 2.04 2.44 2.21
1.30 0.12 2.93 6.63 6.06
0.00 0.00 0.00 0.00 0.00
0.07 0.02 1.65 2.03 1.49
0.18 0.02 1.65 1.69 1.49
1.35 0.09 3.13 5.19 4.88
0.73 0.09 3.13 5.46 4.88
1.54 0.11 3.49 6.37 5.96
6.BB 0.73 9.07 38.73 35.02
2.17 0.39 6.61 14.31 12.14
2.17 0.77 6.61 16.47 12.14
0.05 0.01 0.99 0.67 0.58
0.00 0.00 0.07 0.00 0.00
0.00 0.00 0.15 0.02 0.02
2.98 0.05 2.45 4.40 4.32
0.70 0.02 2.63 5.07 4.94
0.20 0.02 1.36 1.57 1.45
0.10 0.00 1.36 1.45 1.45
FIRE FLOW SCENARIO #3
P- 303
J-201
J- 21
34.44
0.02
0.01
0.39
0.21
0.14
P- 400
J-103
FH-9
56.00
0.02
0.00
0.36
0.10
0.09
P- 500
J-105
J-400
908.53
2.25
1.65
5.80
26..55
15.29
P- 501
J-400
J-401
576.53
0.56
0.12
3.68
8.00
6.59
P- 502
J-401
J-402
576.53
1.61
0.38
6.54
33.05
26.74
P- 503
J-402
J-403
404.53
0.87
0.19
4.59
16.83
13.87
P- 504
J-403
J-404
222.53
0.43
0.06
2.52
5.19
4.59
P- 505
J-404
J-203
222.53
0.69
0.67
2.52
9.02
4.59
P- 600
J-100
FH-1
0.00
0.00
0.00
0.00
0.00
0.00
P- 700
J-102
FH-2
0.00
0.00
0.00
0.00
0.00
0.00
P- 900
J-104
FH-3
875.00
1.54
0.52
9.93
77.49
57.91
P- 900
J-106
FH-4
0.00
0.00
0.00
0.00
0.00
0.00
P-1000
J-200
FH-5
144.00
0.03
0.00
0.92
0.57
0.50
P-1100
J-202
FH-6
84.00
0.02
0.00
0.95
0.91
0.75
P-1200
J-300
M- 2a
112.00
0.03
0.00
1.27
1.44
1.29
P-1300
J- 21
M- 3a
154.00
0.06
0.01
1.75
2.62
2.32
P-140.0
J-400
M- 5
332.00
0.45
0.04
3.77
10.43
9.62
P-1500
J-401
FH-10
0.00
0.00
0.00
0.00
0.00
0.00
P-1600
J-402
M- 7
172.00
0.08
0.01
1.95
3.20
2.85
P-1700
J-403
M- 6
182.00
0.15
0.01
2.07
3.40
3.16
P-1800
J-404
FH-11
0.00
0.00
0.00
0.00
0.00
0.00
E N D N O D E R E S U L T S
NODE
NODE
EXTERNAL
HYDRAULIC
NODE
PRESSURE
NODE
NAME
TITLE
DEMAND
GRADE
ELEVATION
HEAD
PRESSURE
(gpm)
(It)
(ft)
(It)
(psi)
-------------------------------------------------------------------------
FH-1
0.00
516.79
328.50
188.29
81.59
FH-10
0.00
523.92
323.30
200.62
86.94
FH-11
0.00
520.39
321.30
199.09
86.27
FH-2
0.00
518.43
325.00
193.43
83.82
FH-3
875.00
518.84
325.00
193.84
84.00
FH-4
0.00
531.06
324.60
206.46
89.46
FH-5
144.00
515.96
325.40
190.56
82.58
FH-6
84.00
515.97
322.80
193.17
83.71
FH-7a
0.00
519.03
322.00
197.03
85.38
FH-8
0.00
516.07
325.30
190.77
62.67
FH-9.
56.00
519.23
324.30
194.93
84.47
J- 1
0.00
516.06
322.50
193.56
83.88
J- 2
Connection w
0.00
516.70
329.00
187.70
81.34
J- 3
Sta. 0+00: W
44.49
532.79
334.00
198.79
86.14
J- 4
W2 Connectio
0.00
533.60
333.50
200.10
86.71
J- 5
Sta. 0+35: W
148.51
532.71
335.00
197.71
85.67
J- 6
0.00
534.00
J- 7
W1 Connectio
0.00
533.82
336.50
197.32
85.50
J- 8
Ste. 11+20:
393.56
516.32
332.00
184.32
79.87
J- 10
Sta, 12+15:
1453.44
515.28
329.50
185.78
80.50
J- 21
0.00
515.97
323.40
192.57
83.45
J-100
0.00
516.79
329.50
187.29
81.16
J-101
0.00
516.99
328.00
188.99
81.90
J-102
0.00
518.43
327.20
191.23
82.87
J-103
0.00
519.25
326.00
193.25
83.74
J-104
0.00
520.90
325.10
195.80
84.85
J-105
0.00
528.50
324.90
203.60
88.23
J-106
0.00
531.06
324.20
206.86
89.64
J-200
0.00
516.00
321.30
194.70
84.37
J-201
0.00
515.99
318.10
197.89
85.75
J-202
108.00
516.00
316.00
200.00
86.67
J-203
7.00
519.03
317.10
201.93
87.50
J-300
0.00
516.28
325.50
190.78
82.67
J-400
0.00
524.60
323.70
200.90
87.06
J-401
0.00
523.92
322.70
201.22
87.20
J-402
0.00
521.94
322.50
199.44
86.42
J-403
0.00
520.87
321.50
199.37
86.40
J-404
0.00
520.39
320.60
199.79
86.58
M- 5
332.00
524.11
324.00
200.11
86.72
M- 6
182.00
520.72
322.00
198.72
86.11
M- 7
172.00
521.84
323.00
198.84
86.17
FIRE FLOW SCENARIO #3
M- 2a 112.00 516.24 326.00 190.24 82.44
M- 3a 154.00 515.90 323.50 192.40 83.37
R- 1 Supply from ---- 534.00 336.50 197.50 85.58
R- 3 ---- 534.00 324.00 210.00 91.00
S U M M A R Y O F I N F L O W S A N D O U T F L O W S
(t) INFLOWS INTO THE SYSTEM FROM SUPPLY NODES
(-) OUTFLOWS FROM THE SYSTEM INTO SUPPLY NODES
NODE FLOWRATE NODE
NAME (gpm) TITLE
--------------------------------------------
R- 1 1936.85 Supply from
R- 3 2329.15
NET SYSTEM INFLOW = 4266.00
NET SYSTEM OUTFLOW = 0.00
NET SYSTEM DEMAND = 4266.00
***** HYDRAULIC ANALYSIS COMPLETED *****
FIRE FLOW SCENARIO 4k3
FIRE FLOW SCENARIO #4
* * * * * * * * * * K Y P I P E 4
x +
* University of Kentucky Network Modeling Software
x x
* Copyrighted by KYPIPE LLC
* Version 3 - 11/01/2005
x +
x x*+ x x* x+*+* x* x x* x x x x x x x x x x x x
Date & Time: Wed Feb 23 16:56:06 2011
INPUT DATA FILENAME -------------- C:\Users\user\RME\Projects\178-
04--1\ENGINE-1\WATERA-1\0418W1RA.DT2
TABULATED OUTPUT FILENAME C:\Users\user\RME\Projects\178-
04-1\ENGINE-1\WATERA-1\0418WIRA.OT2
POSTPROCESSOR RESULTS FILENAME --- C:\Users\user\RME\Projects\178-
04-1\ENGINE-I\WATERA-1\0418W1RA.RS2
x xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx
S U M M A R Y O F O R I G I N A L D A T A
x xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx
U N I T S S P E C I F I E D
FLOWRATE ............ = gallons/minute
HEAD (HGL) .......... = feet
PRESSURE ............ = Psig
P I P E L I N E D A T A
STATUS CODE:
XX -CLOSED
PIPE
CV -CHECK
VALVE
P I
P E
NODE
NAMES
LENGTH
DIAMETER
ROUGHNESS
MINOR
N A
M E
#1
#2
(it)
(in)
COEFF.
LOSS
COEFF.
------------------------------
P-
1
R- 1
J- 7
_-_-_----------------------------------
42.00
16.00
123.7472
0.57
P-
2
R- 1
J- 6
2850.00
18.00
130.0000
2.01
P-
3
J- 4
J- 3
14.00
8.00
130.0000
0.74
P-
4
J- 3
J- 5
95.00
8.00
130.0000
2.41
P-
5
J- 3
J- 8
1120.00
8.00
130.0000
1.54
P-
6
J- 7
J- 4
279.00
16.00
123.7472
0.00
P-
7
J- 7
J- 10
1215.00
8.00
130.0000
2.46
P-
8
J- 8
J- 1
110.68
6.00
130.0000
0.00
P-
9
J- 6
R- 3
78.90
8.00
130.0000
0.57
P-
SO
1- 10
J- 8
425.00
8.00
130.0000
1.54
P-
ll
J- 10
J- 2
214.00
6.00
130.0000
0.92
P-
34
J-203
FH-7a
134.00
6.00
130.0000
0.74
P-
100
J- 2
J-100
44.56
8.00
130.0000
0.57
P-
101
J-100
J-101
121.13
8.00
130.0000
0.57
P-
102
J-101
J-102
277.50
8.00
130.0000
0.57
P-
103
J-102
J-103
148.95
8.00
130.0000
0.57
P-
104
J-103
J-104
259.03
8.00
130.0000
0.57
P-
105
J-104
J-105
196.32
8.00
130.0000
0.57
P-
106
J-105
J-106
178.40
12.00
130.0000
0.57
P-
107
J-106
R- 3
178.79
12.00
130.0000
1.14
P-
200
J- 1
J-200
93.08
8.00
130.0000
0.57
P-
201
J-200
J-201
276.84
8.00
130.0000
0.57
P-
202
J-201
J-202
197.03
8.00
130.0000
0.57
P-
203
J-202
J-203
690.04
6.00
130.0000
0.57
P-
300
J-101
J-300
140.80
6.00
130.0000
0.17
P-
301
J-300
FH-8
136.72
6.00
130.0000
0.57
P-
302
FH-8
J- 21
68.54
6.00
130.0000
0.00
P-
303
J- 21
J-201
131.94
6.00
130.0000
3.57
FIRE FLOW SCENARIO #4
P- 400
J-103
FH-9
232.11
8.00
130.0000
1.09
P- 500
J-105
J-400
147.04
8.00
130.0000
3.17
P- 501
J-400
J-401
84.96
8.00
130.0000
0.57
P- 502
J-401
J-402
60.03
6.00
130.0000
0.57
P- 503
J-402
J-403
63.06
6.00
130.0000
0.57
P- 504
J-403
J-404
92.89
6.00
130.0000
0.57
P- 505
J-404
J-203
150.50
6.00
130.0000
6.74
P- 600
J-100
FH-1
26.68
6.00
130.0000
0.34
P- 700
J-102
FH-2
26.54
6.00
130.0000
0.34
P- 800
J-104
FH-3
26.57
6.00
130.0000
0.34
P- 900
J-106
FH-4
49.59
6.00
130.0000
0.34
P-1000
J-200
FH-5
66.38
8.00
130.0000
0.34
P-1100
J-202
FH-6
30.43
6.00
130.0000
0.34
P-1200
J-300
M- 2a
27.00
6.00
130.0000
0.17
P-1300
J- 21
M- 3a
27.00
6.00
130.0000
0.17
P-1400
J-400
M- 5
46.50
6.00
130.0000
0.17
P-1500
J-401
FH-10
31.79
6.00
130.0000
0.17
P-1600
J-402
M- 7
28.50
6.00
130,0000
0.17
P-1700
J-403
M- 6
46.50
6.00
130.0000
0.17
P-1800
J-404
FH-11
31.55
6.00
130.0000
0.17
E N D N O D E D A T A
NODE
NODE
EXTERNAL
JUNCTION
EXTERNAL
NAME
TITLE
DEMAND
ELEVATION
GRADE
(gpm)
(ft)
(ft)
-----------------------------------------------------------
FH-1
0.00
328.50
FH-10
0.00
323.30
FH-11
0.00
321.30
FH-2
0.00
325.00
FH-3
0.00
325.00
FH-4
875.00
324.60
FH-5
144.00
325.40
FH-6
84.00
322.80
FH-7a
0.00
322.00
FH-8
0.00
325.30
FH-9
56.00
324.30
J- 1
0.00
322.50
J- 2
Connection w
0.00
329.00
J- 3
Sta. Ot00: W
44.49
334.00
J- 4
W2 Connectio
0.00
333.50
J- 5
Sta. 0+35: W
148.51
335.00
J- 6
0.00
0.00
J- 7
W1 Connectio
0.00
336.50
J- 8
Sta. 11+20:
393.56
332.00
J- 10
Sta. 12+15:
1453.44
329.50
J- 21
0.00
323.40
J-100
0.00
329.50
J-101
0.00
328.00
J-102
0.00
327.20
J-103
0.00
326.00
J-104
0.00
325.10
J-105
0.00
324.90
J-106
0.00
324.20
J-200
0.00
321.30
J-201
0.00
318.10
J-202
108.00
316.00
J-203
7.00
317.10
J-300
0.00
325.50
J-400
0.00
323.70
J-401
0.00
322.70
J-402
0.00
322.50
J-403
0.00
321.50
J-404
0.00
320.60
M- 5
182.00
324.00
M- 6
182.00
322.00
M- 7
322.00
323.00
FIRE FLOW SCENARIO #4
M- 2a 112.00 326.00
M- 3a 154.00 323.50
R- 1 Supply from ---- 336.50 534.00
R- 3 ---- 324.00 534.00
O U T P U T O P T I O N D A T A
OUTPUT SELECTION: ALL RESULTS ARE INCLUDED IN THE TABULATED OUTPUT
S Y S T E M C O N F I G U R A T I O N
NUMBER
OF
PIPES ...................(P)
= 48
NUMBER
OF
END NODES ...............(j)
= 43
NUMBER
OF
PRIMARY LOOPS ...........(1)
= 4
NUMBER
OF
SUPPLY NODES .......
..... (f) = 2
NUMBER
OF
SUPPLY ZONES ............(Z)
= 1
Case: 0
RESULTS OBTAINED AFTER 11 TRIALS: ACCURACY = 0.00010
S I M U L A T I O N D E S C R I P T I O N (L A B E L)
Callaway Villa Apartments
P I P E L I N E R E S U L T S
STATUS CODE: XX -CLOSED PIPE CV -CHECK VALVE
P I P E
NODE NUMBERS
FLOWRATE
N A M E
01
#2
(4Pm)
---------------------------------------------
P- 1
R- 1
J- 7
1810.01
P- 2
R- 1
J- 6
0.52
P- 3
J- 4
J- 3
997.79
P- 4
J- 3
J- 5
148.51
P- 5
J- 3
J- 8
804.79
P- 6
J- 7
J- 4
997.79
P- 7
J- 7
J- 10
812.22
P- 8
J- 8
J- 1
115.17
P- 9
J- 6
R- 3
0.52
P- 10
J- 8
J- 10
296.07
P- ll
J- 2
J- 10
345.16
P- 34
J-203
PH-7a
0.00
P- 100
J-100
J- 2
345.16
P- 101
J-101
J-100
345.16
P- 102
J-102
J-101
663.61
P- 103
J-103
J-102
663.61
P- 104
J-104
J-103
719.61
P- 105
J-105
J-104
719.61
P- 106
J-106
J-105
1580.99
P- 107
R- 3
J-106
2455.99
P- 200
J- 1
J-200
115.17
P- 201
J-201
J-200
28.83
P- 202
J-201
J-202
23.63
P- 203
J-203
J-202
168.37
P- 300
J-101
J-300
318.46
P- 301
J-300
FH-8
206.46
P- 302
FH-B
J- 21
206.46
HEAD MINOR LINE HL+ML/ HL/
LOSS LOSS VELD. 1000 1000
(ft) (ft) (ft/s) (ft/ft) (ft/ft)
--------------------------------------
0.09 0.07 2.89 3.81 2.05
0.00 0.00 0.00 0.00 0.00
0.25 0.47 6.37 51.48 18.19
0.05 0.03 0.95 0.89 0.53
13.68 0.63 5.14 12.78 12.22
0.19 0.00 1.59 0.68 0.68
15.10 1.03 5.18 13.27 12.43
0.15 0.00 1.31 1.35 1.35
0.00 0.00 0.00 0.00 0.00
0.81 0.09 1.89 2.12 1.92
2.21 0.22 3.92 11.36 10.34
0.00 0.00 0.00 0.00 0.00
0.11 0.04 2.20 3.51 2.55
0.31 0.04 2.20 2.90 2.55
2.37 0.16 4.24 9.12 8.55
1.27 0.16 4.24 9.61 8.55
2.57 0.19 4.59 10.65 9.93
1.95 0.19 4.59 10.88 9.93
1.06 0.18 4.48 6.92 5.92
2.39 0.86 6.97 18.20 13.39
0.03 0.00 0.74 0.39 0.33
0.01 0.00 0.18 0.03 0.03
0.00 0.00 0.15 0.02 0.02
1.89 0.03 1.91 2.78 2.74
1.25 0.03 3.61 9.15 8.91
0.55 0.05 2.34 4.35 3.99
0.27 0.00 2.34 3.99 3.99
FIRE FLOW SCENARIO #4
P- 303
J- 21
J-201
52.46
0.04
0.02
0.60
0.46
0.32
P- 400
J-103
FH-9
56.00
0.02
0.00
0.36
0.10
0.09
P- 500
J-105
J-400
861.37
2.04
1.49
5.50
23.97
13.86
P- 501
J-400
J-401
679.37
0.76
0.17
4.34
10.89
8.93
P- 502
J-401
J-402
679.37
2.18
0.53
7.71
45.00
36.24
P- 503
J-402
J-403
357.37
0.70
0.15
4.05
13.34
11.03
P- 504
J-403
J-404
175.37
0.27
0.04
1.99
3.33
2.95
P- 505
J-404
.I-203
175.37
0.44
0.41
1.99
5.70
2.95
P- 600
J-100
FH-1
0.00
0.00
0.00
0.00
0.00
0.00
P- 700
J-102
FH-2
0.00
0.00
0.00
0.00
0.00
0.00
2- 800
J-104
FH-3
0.00
0.00
0.00
0.00
0.00
0.00
P- 900
J-106
FH-4
075.00
2.87
0.52
9.93
68.40
57.91
P-1000
J-200
FH-5
144.00
0.03
0.00
0.92
0.57
0.50
P-1100
J-202
FH-6
84.00
0.02
0.00
0.95
0.91
0.75
P-1200
J-300
M- 2a
112.00
0.03
0.00
1.27
1.44
1.29
P-1300
J- 21
M- 3a
154.00
0.06
0.01
1.75
2.62
2.32
P-1400
J-400
M- 5
182.00
0.15
0.01
2.07
3.40
3.16
P-1500
J-401
FH-10
0.00
0.00
0.00
0.00
0.00
0.00
P-1600
J-402
M- 7
322.00
0.26
0.04
3.65
10.33
9.09
P-1700
J-403
M- 6
182.00
0.15
0.01
2.07
3.40
3_16
P-1800
J-404
FH-11
0.00
0.00
0.00
0.00
0.00
0.00
E N D N O D E R E S U L T S
NODE
NODE
EXTERNAL
HYDRAULIC
NODE
PRESSURE
NODE
NAME
TITLE
DEMAND
GRADE
ELEVATION
HEAD
PRESSURE
(gpm)
(ft)
(ft)
(ft)
(psi)
-------------------------------------------------------------------------
FH-1
0.00
520.30
328.50
191.80
83.11
FH-10
0.00
525.06
323.30
201.76
87.43
FH-11
0.00
521.21
321.30
199.91
86.63
FH-2
0.00
523.18
325.00
198.18
85.88
FH-3
0.00
527.38
325.00
202.38
87.70
FH-4
875.00
527.35
324.60
202.75
87.86
FH-5
144.00
518.39
325.40
192.99
83.63
FH-6
84.00
518.40
322.80
195.60
84.76
FH-7a
0.00
520.35
322.00
198.35
85.95
FH-B
0.00
518.77
325.30
193.47
83.84
FH-9
56.00
524.59
324.30
200.29
86.79
J- 1
0.00
518.46
322.50
195.96
84.92
J- 2
Connection w
0.00
520.15
329.00
191.15
82.83
J- 3
Sta. 0+00: W
44.49
532.93
334.00
198.93
86.20
J- 4
W2 Connectio
0.00
533.65
333.50
200.15
86.73
J- 5
Sta. 0+35: W
148.51
532.84
335.00
197.84
85.73
J- 6
0.00
534.00
J- 7
W1 Connectio
0.00
533.84
336.50
197.34
85.51
J- 8
Ste. 11+20:
393.56
518.61
332.00
186.61
80.87
J- 10
Sta. 12+15:
1453.44
517.71
329.50
186.21
81.56
J- 21
0.00
518.50
323.40
195.10
84.54
J-100
0.00
520.30
329.50
190.80
82.68
J-101
0.00
520.65
328.00
192.65
83.48
J-102
0.00
523.18
327.20
195.98
84.93
J-103
0.00
524.62
326.00
198.62
86.07
J-104
0.00
527.38
325.10
202.28
87.65
J-105
0.00
529.51
324.90
204.61
88.67
J-106
0.00
530.75
324.20
206.55
89.50
J-200
0.00
518.43
321.30
197.13
85.42
J-201
0.00
518.44
318.10
200.34
86.81
J-202
108.00
518.43
316.00
202.43
87.72
J-203
7.00
520.35
317.10
203.25
88.08
J-300
0.00
519.36
325.50
193.86
84.01
J-400
0.00
525.99
323.70
202.29
87.66
J-401
0.00
525.06
322.70
202.36
87.69
J-402
0.00
522.36
322.50
199.86
86.61
J-403
0.00
521.52
321.50
200.02
86.68
J-404
0.00
521.21
320.60
200.61
86.93
M- 5
182.00
525.83
324.00
201.83
87.46
M- 6
182.00
521.36
322.00
199.36
86.39
M- 7
322.00
522.07
323.00
199.07
86.26
FIRE
FLOW SCENARIO #4
M- 2a
112.00
519.33
326.00
193.33
83.77
M- 3a
154.00
518.43
323.50
194.93
84.47
R- 1
Supply from
----
534.00
336.50
197.50
85.58
R- 3
----
534.00
324.00
210.00
91.00
S U
M M A R Y O
F I N F
L O W S A
N D O
U T
F L O
W S
(+)
INFLOWS INTO THE SYSTEM
FROM SUPPLY
NODES
(-)
OUTFLOWS FROM
THE SYSTEM
INTO SUPPLY NODES
NODE
FLOWRATE
NODE
NAME
(gpm)
TITLE
--------------------------------------------
R- 1
1810.53
Supply from
R- 3
2455.47
NET
SYSTEM INFLOW
= 4266.00
NET
SYSTEM OUTFLOW = 0.00
NET
SYSTEM DEMAND
= 4266.00
***** HYDRAULIC ANALYSIS COMPLETED *****
FIRE FLOW SCENARIO #4
FIRE FLOW SCENARIO #5
x x x x x x x x x x K Y P I P E 4 x x x x x x x x
* *
* University of Kentucky Network Modeling Software
x
* Copyrighted by KYPIPE LLC
* Version 3 - 11/01/2005
* *
* x x x* x x x x x x** x x x x* x x x x x x*****
Date & Time: Wed Feb 23 17:12:33 2011
INPUT DATA FILENAME -------------- C:\Users\user\RME\Projects\178-
04-1\ENGINE-1\WA'TERA-1\0418W1RA.DT2
TABULATED OUTPUT FILENAME C:\Users\user\RME\Projects\178-
04-1\ENGINE-1\WATERA-1\0418W1RA.OT2
POSTPROCESSOR RESULTS FILENAME --- C:\Users\user\RME\Projects\178-
04-1\ENGINE-1\WATERA-1\0418W1RA.RS2
*****xxxxxxxxxxxxxxxxx*********xx**xx*xxxxxxxx**
S U M M A R Y O F O R I G I N A L D A T A
***xxx**xxxxxxxxxxxx*x*****xx*xxxxxxx*xx*xx*xxx*
U N I T S S P E C I F I E D
FLOWRATE ............ = gallons/minute
HEAD (HGL) .......... = feet
PRESSURE ............ = psig
P I P E L I N E D A T A
STATUS CODE:
XX -CLOSED
PIPE
CV -CHECK VALVE
P I
P E
NODE
NAMES
LENGTH
DIAMETER
ROUGHNESS
MINOR
N A
M E
kl
#2
(ft)
(in)
COEFF.
LOSS
COEFF.
-------------------------------------------------------------------------------
P-
1
R- 1
J- 7
42.00
16.00
123.7472
0.57
P-
2
R- 1
J- 6
2850.00
18.00
130.0000
2.01
P-
3
J- 4
J- 3
14.00
6.00
130.0000
0.74
P-
4
J- 3
J- 5
95.00
8.00
130.0000
2.41
P-
5
J- 3
J- 8
1120.00
8.00
130.0000
1.54
P-
6
J- 7
J- 4
279.00
16.00
123.7472
0.00
P-
7
J- 7
J- 10
1215.00
8.00
130.0000
2.46
P-
8
J- 8
J- 1
110.68
6.00
130.0000
0.00
P-
9
J- 6
R- 3
78.90
8.00
130.0000
0.57
P-
10
1- 10
J- 8
425.00
8.00
130.0000
1.54
P-
ll
J- 10
J- 2
214.00
6.00
130.0000
0.92
P-
34
J-203
FH-7a
134.00
6.00
130.0000
0.74
P-
100
J- 2
J-100
44.56
8.00
130.0000
0.57
P-
101
J-100
J-101
121.13
8.00
130.0000
0.57
P-
102
J-101
J-102
277.50
8.00
130.0000
0.57
P-
103
J-102
J-103
148.95
8.00
130.0000
0.57
P-
104
J-103
J-104
259.03
8.00
130.0000
0.57
P-
105
J-104
J-105
196.32
8.00
130.0000
0.57
P-
106
J-105
J-106
178.40
12.00
130.0000
0.57
P-
107
J-106
R- 3
178.79
12.00
130.0000
1.14
P-
200
J- 1
J-200
93.08
8.00
130.0000
0.57
P-
201
J-200
0-201
276.84
8.00
130.0000
0.57
P-
202
J-201
J-202
197.03
8.00
130.0000
0.57
P-
203
J-202
J-203
690.04
6.00
130.0000
0.57
P-
300
J-101
J-300
140.80
6.00
130.0000
0.17
P-
301
J-300
FH-8
136.72
6.00
130.0000
0.57
P-
302
FH-8
0- 21
68.54
6.00
130.0000
0.00
P-
303
J- 21
J-201
131.94
6.00
130.0000
3.57
FIRE FLOW SCENARIO #5
P- 400
J-103
FH-9
232.11
8.00
130.0000
1.09
P- 500
J-105
J-400
147.04
8.00
130.0000
3.17
P- 501
J-400
J-401
84.96
8.00
130.0000
0.57
P- 502
J-401
J-402
60.03
6.00
130.0000
0.57
P- 503
J-402
J-403
63.06
6.00
130.0000
0.57
P- 504
J-403
J-404
92.89
6.00
130.0000
0.57
P- 505
J-404
J-203
150.50
6.00
130.0000
6.74
P- 600
J-100
FH-1
26.68
6.00
130.0000
0.34
P- 700
J-102
FH-2
26.54
6.00
130.0000
0.34
P- 800
J-104
FH-3
26.57
6.00
130,0000
0.34
P- 900
J-106
FH-4
49.59
6.00
130.0000
0.34
P-1000
J-200
FH-5
66.38
8.00
130.0000
0.34
P-1100
J-202
FH-6
30.43
6.00
130.0000
0.34
P-1200
J-300
M- 2a
27.00
6.00
130.0000
0.17
P-1300
J- 21
M- 3a
27.00
6.00
130.0000
0.17
P-1400
J-400
M- 5
46.50
6.00
130.0000
0.17
P-1500
J-401
FH-10
31.79
6.00
130.0000
0.17
P-1600
J-402
M- 7
28.50
6.00
130.0000
0.17
P-1700
J-403
M- 6
46.50
6.00
130.0000
0.17
P-1800
J-404
FH-11
31.55
6.00
130.0000
0.17
E N D N O D E D A T A
NODE
NODE
EXTERNAL
JUNCTION
EXTERNAL
NAME
TITLE
DEMAND
ELEVATION
GRADE
(gpm)
(ft)
(ft)
------------------------------------------------------------
FH-1
0.00
328.50
PH-10
0.00
323.30
FH-11
0.00
321.30
FH-2
0.00
325.00
FH-3
0.00
325.00
FH-4
0.00
324.60
FH-5
1169.00
325.40
FH-6
84.00
322.80
FH-7a
0.00
322.00
FH-B
0.00
325.30
FH-9
56.00
324.30
J- 1
0.00
322.50
J- 2
Connection w
0.00
329.00
J- 3
Sta. 0+00: W
44.49
334.00
J- 4
W2 Connectio
0.00
333.50
J- 5
Sta. 0+35: W
148.51
335.00
J- 6
0.00
0.00
J- 7
W1 Connectio
0.00
336.50
1- 8
Sta. 11+20:
393.56
332.00
J- 10
Sta. 12+15:
1453.44
329.50
J- 21
0.00
323.40
J-100
0.00
329.50
J-101
0.00
328.00
13-102
0.00
327.20
J-103
0.00
326.00
J-104
0.00
325.10
J-105
0.00
324.90
J-106
0.00
324.20
J-200
0.00
321.30
J-201
0.00
318.10
J-202
108.00
316.00
J-203
7.00
317.10
J-300
0.00
325.50
J-400
0.00
323.70
J-401
0.00
322.70
J-402
0.00
322.50
J-403
0.00
321.50
J-404
0.00
320.60
M- 5
182.00
324.00
M- 6
182.00
322.00
M- 7
172.00
323.00
FIRE FLOW SCENARIO #5
M- 2a 112.00 326.00
M- 3a 154.00 323.50
R- 1 Supply from ---- 336.50 534.00
R- 3 ---- 324.00 534.00
O U T P U T O P T I O N D A T A
OUTPUT SELECTION: ALL RESULTS ARE INCLUDED IN THE TABULATED OUTPUT
S Y S T E M
C O N F I G U R A T I
O N
NUMBER
OF
PIPES ...................(p)
=
48
NUMBER
OF
END NODES ...............(j)
=
43
NUMBER
OF
PRIMARY LOOPS ...........(1)
=
4
NUMBER
OF
SUPPLY NODES ............(f)
=
2
NUMBER
OF
SUPPLY ZONES ............(z)
=
1
Case: 0
RESULTS OBTAINED AFTER 11 TRIALS: ACCURACY = 0.00008
S I M U L A T I O N D E S C R I P T I O N (L A B E L)
Callaway Villa Apartments
P I P E L I N E R E S U L T S
STATUS CODE: XX -CLOSED PIPE CV -CHECK VALVE
P I
P E
NODE
NUMBERS
FLOWRATE
HEAD
MINOR
LINE
HL+ML/
HL/
N A
M E
#1
#2
LOSS
LOSS
VELO.
1000
1000
(gpm)
(ft)
(ft)
(ft/s)
(ft/ft)
(ft/ft)
P-
1
R- 1
J- 7
_-------_-"'
2303.74
0.13
0.12
--------------------------
3.68
6.06
3.21
P-
2
R- 1
J- 6
0.52
0.00
0.00
0.00
0.00
0.00
P-
3
J- 4
J- 3
1261.31
0.39
0.74
8.05
81.26
28.08
P-
4
J- 3
J- 5
148.51
0.05
0.03
0.95
0.89
0.53
P-
5
J- 3
J- 8
1068.31
23.12
1.11
6.82
21.64
20.65
P-
6
J- 7
J- 4
1261.31
0.29
0.00
2.01
1.05
1.05
P-
7
J- 7
J- 10
1042.42
23.97
1.69
6.65
21.12
19.73
P-
8
J- 8
J- 1
692.92
4.16
0.00
7.86
37.59
37.59
P-
9
J- 6
R- 3
0.52
0.00
0.00
0.00
0.00
0.00
P-
10
1- 10
J- 8
18.17
0.00
0.00
0.12
0.01
0.01
P-
ll
J- 2
J- 1.0
429.19
3.31
0.34
4.87
17.06
15.48
P-
34
J-203
FH-7a
0.00
0.00
0.00
0.00
0.00
0.00
P-
100
J-100
J- 2
429.19
0.17
0.07
2.74
5.30
3.81
P-
101
J-101
J-100
429.19
0.46
0.07
2.74
4.36
3.81
P-
102
J-102
J-101
969.90
4.79
0.34
6.19
18.48
17.26
P-
103
J-103
J-102
969.90
2.57
0.34
6.19
19.54
17.26
P-
104
J-104
J-103
1025.90
4.96
0.38
6.55
20.62
19.15
P-
105
J-105
J-104
1025.90
3.76
0.38
6.55
21.09
19.15
P-
106
J-106
J-105
1962.26
1.58
0.27
5.57
10.37
8.84
P-
107
R- 3
J-106
1962.26
1.58
0.55
5.57
11.90
8.84
P-
200
J- 1
J-200
692.92
0.86
0.17
4.42
11.12
9.26
P-
201
J-201
J-200
476.08
1.28
0.08
3.04
4.92
4.62
P-
202
J-202
J-201
201.36
0.19
0.01
1.29
1.01
0.94
P-
203
J-203
J-202
393.36
9.09
0.18
4.46
13.43
13.17
P-
300
J-101
J-300
540.72
3.34
0.10
6.14
24.45
23.75
P-
301
J-300
FH-8
428.72
2.11
0.21
4.86
16.98
15.45
P-
302
FH-8
J- 21
428.72
1.06
0.00
4.86
15.45
15.45
FIRE FLOW SCENARIO #5
P- 303
J- 21
J-201
274.72
0.89
0.54
3.12
10.86
6.78
P- 400
J-103
FH-9
56.00
0.02
0.00
0.36
0.10
0.09
P- 500
J-105
J-400
936.36
2.38
1.76
5.98
28.13
16.17
P- 501
J-400
J-401
754.36
0.92
0.21
4.81
13.25
10.84
P- 502
J-401
J-402
754.36
2.64
0.65
8.56
54.80
44.00
P- 503
J-402
J-403
582.36
1.72
0.39
6.61
33.37
27.24
P- 504
J-403
J-404
400.36
1.26
0.18
4.54
15.58
13.61
P- 505
J-404
J-203
400.36
2.05
2.16
4.54
27.96
13.61
P- 600
J-100
FH-1
0.00
0.00
0.00
0.00
0.00
0.00
P- 700
J-102
FH-2
0.00
0.00
0.00
0.00
0.00
0.00
P- 800
J-104
FH-3
0.00
0.00
0.00
0.00
0.00
0.00
P- 900
J-106
F11-4
0.00
0.00
0.00
0.00
0.00
0.00
P-1000
J-200
FH-5
1169.00
1.62
0.29
7.46
28.82
24.39
P-1100
J-202
PH-6
84.00
0.02
0.00
0.95
0.91
0.75
P-1200
J-300
M- 2a
112.00
0.03
0.00
1.27
1.44
1.29
P-1300
J- 21
M- 3a
154.00
0.06
0.01
1.75
2.62
2..32
P-1400
J-400
M- 5
182.00
0.15
0.01
2.07
3.40
3.16
P-1500
J-401
FH-10
0.00
0.00
0.00
0.00
0.00
0.00
P-1600
J-402
M- 7
172.00
0.08
0.01
1.95
3.20
2.85
P-1700
J-403
M- 6
182.00
0.15
0.01
2.07
3.40
3.16
P-1800
J-404
FH-11
0.00
0.00
0.00
0.00
0.00
0.00
E N D N O D E R E S U L T S
NODE
NODE
EXTERNAL
HYDRAULIC
NODE
PRESSURE
NODE
NAME
TITLE
DEMAND
GRADE
ELEVATION
HEAD
PRESSURE
(gpm)
(ft)
(It)
--------------------
(£t)
(psi)
---------------------------------------'
FH-1
0.00
511.97
328.50
183.47
79.50
FH-10
0.00
524.76
323.30
201.46
87.30
FH-11
0.00
517.92
321.30
196.62
85.20
FH-2
0.00
517.63
325.00
192.63
83.47
FH-3
0.00
525.88
325.00
200.88
87.05
FH-4
0.00
531.87
324.60
207.27
89.82
FH-5
1169.00
500.97
325.40
175.57
76.08
FH-6
84.00
504.42
322.80
181.62
78.70
FH-7a
0.00
513.71
322.00
191.71
83.07
FH-B
0.00
506.74
325.30
181.44
78.62
FH-9
56.00
520.52
324.30
196.22
85.03
J- 1
0.00
503.92
322.50
181.42
78.61
J- 2
Connection w
0.00
511.74
329.00
182.74
79.19
J- 3
Ste. 0+00: W
44.49
532.31
334.00
198.31
85.94
J- 4
W2 Connectio
0.00
533.45
333.50
199.95
86.65
J- 5
Sta. 0+35: W
148.51
532.23
335.00
197.23
85.47
J- 6
0.00
534.00
J- 7
W1 Connectio
0.00
533.75
336.50
197.25
85.47
J- 8
Sta. 11+20:
393.56
506.06
332.00
176.08
76.30
J- 10
Ste. 12+15:
1453.44
508.08
329.50
178.58
77.39
J- 21
0.00
505.68
323.40
182.28
78.99
J-100
0.00
511.97
329.50
182.47
79.07
J-101
0.00
512.50
328.00
184.50
79.95
J-102
0.00
517.63
327.20
190.43
82.52
J-103
0.00
520.54
326.00
194.54
84.30
J-104
0.00
525.88
325.10
200.78
87.01
J-105
0.00
530.02
324.90
205.12
88.89
J-106
0.00
531.87
324.20
207.67
89.99
J-200
0.00
502.88
321.30
181.58
78.69
J-201
0.00
504.24
318.10
186.14
80.66
J-202
108.00
504.44
316.00
188.44
81.66
J-203
7.00
513.71
317.10
196.61
85.20
J-300
0.00
509.06
325.50
183.56
79.54
J-400
0.00
525.8.8
323.70
202.18
87.61
J-401
0.00
524.76
322.70
202.06
87.56
J-402
0.00
521.47
322.50
198.97
86.22
J-403
0.00
519.36
321.50
197.86
65.74
J-404
0.00
517.92
320.60
197.32
85.50
M- 5
182.00
525.73
324.00
201.73
67.41
M- 6
182.00
519.21
322.00
197.21
85.46
M- 7
172.00
521.38
323.00
198.38
85.96
FIRE FLOW SCENARIO #6
* * * * * * * * * * K Y P I P E 4
x
* University of Kentucky Network Modeling Software
x x
* Copyrighted by KYPIPE LLC
* Version 3 - 11/01/2005
* x
Date & Time: Wed Feb 23 17:17:04 2011
INPUT DATA FILENAME -------------- C:\Users\user\RME\Projects\178-
04-1\ENGINE-I\WATERA-1\0418WIRA.DT2
TABULATED OUTPUT FILENAME C:\Users\user\RME\Projects\178-
04-1\ENGINE-1\WATERA-1\0418W1RA.OT2
POSTPROCESSOR RESULTS FILENAME --- C:\Users\user\RME\Projects\178-
04-1\ENGINE-1\WATERA-1\0418W1RA.RS2
x.++*+.*+xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx
S U M M A R Y O F O R I G I N A L D A T A
x+***+*+**+*****xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx
U N I T S S P E C I F I E D
FLOWRATE ............ = gallons/minute
HEAD (HGL) .......... = feet
PRESSURE ............ = psig
P I P E L I N E D A T A
STATUS CODE: XX -CLOSED PIPE CV -CHECK VALVE
P I
P E
NODE
NAMES
LENGTH
DIAMETER
ROUGHNESS
MINOR
N A
M E
#1
42
(ft)
(in)
COEFF.
LOSS
COEFF.
-----
P-
--------
1
R- 1
--
J- 7
42.00
16.00
123.74720.57
------
---_
P-
2
R- 1
J- 6
2850.00
18.00
130.0000
2.01
P-
3
J- 4
J- 3
14.00
8.00
130.0000
0.74
P-
4
J- 3
J- 5
95.00
8.00
130.0000
2.41
P-
5
J- 3
J- 8
1120.00
8.00
130.0000
1.54
P-
6
J- 7
J- 4
279.00
16.00
123.7472
0.00
P-
7
J- 7
jr- 10
1215.00
8.00
130.0000
2.46
P-
8
J- 8
J- 1
110.68
6.00
130.0000
0.00
P-
9
J- 6
R- 3
78.90
8.00
130.0000
0.57
P-
10
1- 10
J- 8
425.00
8.00
130.0000
1.54
P-
ll
J- 10
J- 2
214.00
6.00
130.0000
0.92
P-
34
J-203
FH-7a
134.00
6.00
130.0000
0.74
P-
100
J- 2
J-100
44.56
8.00
130.0000
0.57
P-
101
J-100
J-101
121.13
8.00
130.0000
0.57
P-
102
J-101
J-102
277.50
8.00
130.0000
0.57
P-
103
J-102
J-103
148.95
8.00
130.0000
0.57
P-
104
J-103
J-104
259.03
8.00
130.0000
0.57
P-
105
J-104
J-105
196.32
8.00
130.0000
0.57
P-
106
J-105
J-106
179.40
12.00
130.0000
0.57
P-
107
J-106
R- 3
178.79
12.00
130.0000
1.14
P-
200
J- 1
J-200
93.08
8.00
130.0000
0.57
P-
201
J-200
J-201
276.84
8.00
130.0000
0.57
P-
202
J-201
J-202
197.03
8.00
130.0000
0.57
P-
203
J-202
0-203
690.04
6.00
130.0000
0.57
P-
300 -
J-101
J-300
140.80
6.00
130.0000
0.17
P-
301
J-300
FH-8
136.72
6.00
130.0000
0.57
P-
302
FH-8
J- 21
68.54
6.00
130.0000
0.00
P-
303
J- 21
J-201
131.94
6.00
130.0000
3.57
FIRE FLOW SCENARIO #6
P- 400
J-103
FH-9
232.11
8.00
130.0000
1.09
P- 500
J-105
J-400
147.04
8.00
130.0000
3.17
P- 501
J-400
J-401
84.96
8.00
130.0000
0.57
P- 502
J-401
J-402
60.03
6.00
130.0000
0.57
P- 503
J-402
J-403
63.06
6.00
130.0000
0.57
P- 504
J-403
J-404
92.89
6.00
130.0000
0.57
P- 505
J-404
J-203
150.50
6.00
130.0000
6.74
P- 600
,7-100
F11-1
26.68
6.00
130.0000
0.34
P- 700
J-102
FH-2
26.54
6.00
130.0000
0.34
P- 800
J-104
FH-3
26.57
6.00
130.0000
0.34
P- 900
J-106
FH-4
49.59
6.00
130.0000
0.34
P-1000
J-200
FH-5
66.38
8.00
130.0000
0.34
P-1100
J-202
FH-6
30.43
6.00
130.0000
0.34
P-1200
J-300
M- 2a
27.00
6.00
130.0000
0.17
P-1300
J- 21
M- 3a
27.00
6.00
130.0000
0.17
P-1400
J-400
M- 5
46.50
6.00
130.0000
0.17
P-1500
J-401
FH-10
31.79
6.00
130.0000
0.17
P-1600
J-402
M- 7
28.50
6.00
130.0000
0.17
P-1700
J-403
M- 6
46.50
6.00
130.0000
0.17
P-1800
J-404
FH-11
31.55
6.00
130.0000
0.17
E N D N O D E D A T A
NODE
NODE
EXTERNAL
JUNCTION
EXTERNAL
NAME
TITLE
DEMAND
ELEVATION
GRADE
(gpm)
(ft)
(ft)
-----------------------------------------------------------
FH-1
0.00
328.50
FH-10
0.00
323.30
FH-11
0.00
321.30
FH-2
0.00
325.00
FH-3
0.00
325.00
FH-4
0.00
324.60
FH-5
144.00
325.40
FH-6
959.00
322.80
FH-7a
0.00
322.00
FH-8
0.00
325.30
FH-9
56.00
324.30
J- 1
0.00
322.50
J- 2
Connection w
0.00
329.00
J- 3
Sta. 0+00: W
44.49
334.00
J- 4
W2 Connectio
0.00
333.50
J- 5
Sta. 0+35: W
148.51
335.00
J- 6
0.00
0.00
J- 7
W1 Connectio
0.00
336.50
J- 8
Sta, 11+20:
393.56
332.00
J- 10
Sta. 12+15:
1453.44
329.50
J- 21
0.00
323.40
J-100
0.00
329.50
J-101
0.00
328.00
J-102
0.00
327.20
J-103
0.00
326.00
J-104
0.00
325.10
J-105
0.00
324.90
J-106
0.00
324.20
J-200
0.00
321.30
J-201
0.00
318.10
J-202
108.00
316.00
J-203
7.00
317.10
J-300
0.00
325.50
J-400
0.00
323.70
J-401
0.00
322.70
J-402
0.00
322.50
J-403
0.00
321.50
J-404
0.00
320.60
M- 5
182.00
324.00
M- 6
182.00
322.00
M- 7
172.00
323.00
FIRE FLOW SCENARIO #6
M- 2a 112.00 326.00
M- 3a 304.00 323.50
R- 1 Supply from ---- 336.50 534.00
R- 3 ---- 324.00 534.00
O U T P U T O P T I O N D A T A
OUTPUT SELECTION: ALL RESULTS ARE INCLUDED IN THE TABULATED OUTPUT
S Y S T E M C O N F I G U R A T I O N
NUMBER
OF
PIPES ...................(P)
= 48
NUMBER
OF
END NODES ...............(j)
= 43
NUMBER
OF
PRIMARY LOOPS ...........(1)
= 4
NUMBER
OF
SUPPLY NODES ............(f)
= 2
NUMBER
OF
SUPPLY ZONES ............(z)
= 1
____ ___________ _______________ ___ ________ _________________
Case: 0
RESULTS OBTAINED AFTER 11 TRIALS: ACCURACY = 0.00008
S I M U L A T I O N D E S C R I P T I O N (L A B E L)
Callaway Villa Apartments
P I P E L I N E R E S U L T S
STATUS CODE: XX -CLOSED PIPE CV -CHECK VALVE
P I
P E
NODE
NUMBERS
FLOWRATE
HEAD
MINOR
LINE
HL+ML/
HL/
N A
M E
#1
#2
LOSS
LOSS
VELD.
1000
1000
(gpm)
(ft)
(ft)
(ft/s)
(ft/ft)
(ft/ft)
_________________________________________________________________________________________
P-
1
R- 1
J- 7
2272.90
0.13
0.12
3.63
5.90
3.13
P-
2
R- 1
J- 6
0.52
0.00
0.00
0.00
0.00
0.00
P-
3
J- 4
J- 3
1245.26
0.38
0.73
7.95
79.26
27.42
P-
4
J- 3
J- 5
148.51
0.05
0.03
0.95
0.89
0.53
P-
5
J- 3
J- 8
1052.26
22.48
1.08
6.72
21.04
20.08
P-
6
J- 7
J- 4
1245.26
0.29
0.00
1.99
1.03
1.03
P-
7
J- 7
J- 10
1027.63
23.34
1.64
6.56
20.57
19.21
P-
8
J- 8
J- 1
612.25
3.31
0.00
6.95
29.89
29.89
P-
9
J- 6
R- 3
0.52
0.00
0.00
0.00
0.00
0.00
P-
10
1- 8
J- 10
46.46
0.03
0.00
0.30
0.07
0.06
P-
ll
J- 2
0- 10
379.35
2.64
0.26
4.30
13.55
12.32
P-
34
J-203
FH-7a
0.00
0.00
0.00
0.00
0.00
0.00
P-
100
J-100
J- 2
379.35
0.14
0.05
2.42
4.20
3.03
P-
101
J-101
J-100
379.35
0.37
0.05
2.42
3.46
3.03
P-
102
J-102
J-101
973.27
4.82
0.34
6.21
18.60
17.37
P-
103
J-103
J-102
973.27
2.59
0.34
6.21
19.67
17.37
P-
104
J-104
J-103
1029.27
4.99
0.38
6.57
20.75
19.27
P-
105
J-105
J-104
1029.27
3.78
0.38
6.57
21.22
19.27
P-
106
J-106
J-105
1993.10
1.62
0.28
5.65
10.68
9.10
P-
107
R- 3
J-106
1993.10
1.63
0.57
5.65
12.26
9.10
P-
200
J- 1
J-200
612.25
0.69
0.14
3.91
8.82
7.36
P-
201
J-200
J-201
468.25
1.24
0.08
2.99
4.77
4.48
P-
202
J-201
J-202
646.17
1.60
0.15
4.12
8.90
8.14
P-
203
J-203
J-202
420.83
10.30
0.20
4.77
15.22
14.93
P-
300
J-101
J-300
593.92
3.98
0.12
6.74
29.11
28.26
P-
301
J-300
FH-B
481.92
2.62
0.26
5.47
21.12
19.19
P-
302
FH-8
J- 21
481.92
1.32
0.00
5.47
19.19
19.19
FIRE FLOW SCENARIO #6
P- 303
J- 21
J-201
177.93
0.40
0.23
2.02
4.74
3.03
P- 400
J-103
FH-9
56.00
0.02
0.00
0.36
0.10
0.09
P- 500
J-105
J-400
963.83
2.51
1.86
6.15
29.73
17.06
P- 501
J-400
J-401
781.83
0.98
0.22
4.99
14.17
11.58
P- 502
J-401
J-402
781.83
2.82
0.70
8.87
58.61
47.01
P- 503
J-402
J-403
609.83
1.87
0.42
6.92
36.39
29.67
P- 504
J-403
J-404
427.83
1.43
0.21
4.85
17.64
15.39
P- 505
J-404
J-203
427.83
2.32
2.47
4.85
31.78
15.39
P- 600
J-100
FH-1
0.00
0.00
0.00
0.00
0.00
0.00
P- 700
J-102
FH-2
0.00
0.00
0.00
0.00
0.00
0.00
P- 800
J-104
FH-3
0.00
0.00
0.00
0.00
0.00
0.00
P- 900
J-106
FH-4
0.00
0.00
0.00
0.00
0.00
0.00
P-1000
J-200
FH-5
144.00
0.03
0.00
0.92
0.57
0.50
P-1100
J-202
FH-6
959.00
2.09
0.63
10.88
89.16
68.62
P-1200
J-300
M- 2a
112.00
0.03
0.00
1.27
1.44
1.29
P-1300
J- 21
M- 3a
304.00
0.22
0.03
3.45
9.34
8..17
P-1400
J-400
M- 5
182.00
0.15
0.01
2.07
3.40
3.16
P-1500
J-401
FH-10
0.00
0.00
0.00
0.00
0.00
0.00
P-1600
J-402
M- 7
172.00
0.08
0.01
1.95
3.20
2.85
P-1700
J-403
M- 6
182.00
0.15
0.01
2.07
3.40
3.16
P-1800
J-404
FH-ll
0.00
0.00
0.00
0.00
0.00
0.00
E N D N 0 D E R E S U L T S
NODE
NODE
EXTERNAL
HYDRAULIC
NODE
PRESSURE
NODE
NAME
TITLE
DEMAND
GRADE
ELEVATION
HEAD
PRESSURE
(gpm)
(ft)
(ft)
(ft)
(psi)
-------------------------------------------------------------------------
FH-1
0.00
511.85
328.50
183.35
79.45
FH-10
0.00
524.33
323.30
201.03
87.11
FH-11
0.00
516.88
321.30
195.58
84.75
FH-2
0.00
517.43
325.00
192.43
83.39
FH-3
0.00
525.74
325.00
200.74
86.99
FH-4
0.00
531.81
324.60
207.21
89.79
FH-5
144.00
504.63
325.40
179.23
77.66
FH-6
959.00
498.88
322.80
176.08
76.30
FH-7a
0.00
512.09
322.00
190.09
82.37
FH-B
0.00
505.29
325.30
179.99
77.99
FH-9
56.00
520.34
324.30
196.04
84.95
J- 1
0.00
505.48
322.50
182.98
79.29
J- 2
Connection w
0.00
511.66
329.00
182.66
79.15
J- 3
Sta. 0+00: W
44.49
532.36
334.00
198.36
85.95
J- 4
W2 Connectio
0.00
533.47
333.50
199.97
86.65
J- 5
Sta. 0+35: W
148.51
532.27
335.00
197.27
85.48
J- 6
0.00
534.00
J- 7
W1 Connectio
0.00
533.75
336.50
197.25
85.48
J- 8
Sta. 11+20:
393.56
508.79
332.00
176.79
76.61
J- 10
Sta. 12+15:
1453.44
508.76
329.50
179.26
77.68
J- 21
0.00
503.97
323.40
180.57
78.25
J-100
0.00
511.85
329.50
182.35
79.02
J-101
0.00
512.27
328.00
184.27
79.85
J-102
0.00
517.43
327.20
190.23
82.43
J-103
0.00
520.36
326.00
194.36
84.22
J-104
0.00
525.74
325.10
200.64
86.94
J-105
0.00
529.90
324.90
205.00
88.83
J-106
0.00
531.81
324.20
207.61
89.96
J-200
0.00
504.66
321.30
183.36
79.46
J-201
0.00
503.34
318.10
185.24
80.27
J-202
108.00
501.59
316.00
185.59
80.42
J-203
7.00
512.09
317.10
194.99
84.50
J-300
0.00
508.17
325.50
182.67
79.16
J-400
0.00
525.53
323.70
201.83
87.46
J-401
0.00
524.33
322.70
201.63
87.37
J-402
0.00
520.81
322.50
198.31
85.93
J-403
0.00
518.51
321.50
197.01
85.37
J-404
0.00
516.88
320.60
196.28
85.05
M- 5
182.00
525.37
324.00
201.37
87.26
M- 6
182.00
518.36
322.00
196.36
85.09
M- 7
172..00
520.72
323.00
197.72
85.68
FIRE FLOW SCENARIO #5
M- 2a
112.00 509.02 326.00
183.02
79.31
M- 3a
154.00 505.61 323.50
182.11
78,91
R- 1
Supply from ---- 534.00 336.50
197.50
85.58
R- 3
---- 534.00 324.00
210.00
91.00
S U M M A R Y
O F I N F L O W S A N D O U T F L O W S
(+) INFLOWS INTO THE SYSTEM FROM SUPPLY NODES
(-) OUTFLOWS FROM THE SYSTEM INTO SUPPLY NODES
NODE FLOWRATE NODE
NAME (gpm) TITLE
--------------------------------------
R- 1 2304.26 Supply from
R- 3 1961.74
NET SYSTEM INFLOW = 4266.00
NET SYSTEM OUTFLOW = 0.00
NET SYSTEM DEMAND = 4266.00
***** HYDRAULIC ANALYSIS COMPLETED *****
FIRE FLOW SCENARIO N5
FIRE
FLOW SCENARIO
#6
M- 2a
112.00
508.13
326.00
182.13
78.92
M- 3a
304.00
503.72
323.50
180.22
78.09
R- 1
Supply from ----
534.00
336.50
197.50
85.58
R- 3
----
534.00
324.00
210.00
91.00
S U
M M A R Y O
F I N F
L O W S A
N D O
U T
F L O
W S
(+)
INFLOWS INTO THE SYSTEM
FROM SUPPLY
NODES
(-)
OUTFLOWS FROM
THE SYSTEM INTO SUPPLY
NODES
NODE
FLOWRATE
NODE
NAME
(gpm)
TITLE
--------------------------------------------
R- 1
2273.41
Supply from
R- 3
1992.59
NET
SYSTEM INFLOW
= 4266.00
NET
SYSTEM OUTFLOW = 0.00
NET
SYSTEM DEMAND
= 4266.00
FIRE FLOW SCENARIO #7
* * * * * * * * * * K Y P I P E 4
* *
* University of Kentucky Network Modeling Software
* Copyrighted by KYPIPE LLC
* Version 3 - 11/01/2005
Date & Time: Wed Feb 23 17:21:08 2011
INPUT DATA FILENAME -------------- C:\Users\user\RME\Projects\178-
04-1\ENGINE-1\WATERA-1\0418W1RA.DT2
TABULATED OUTPUT FILENAME -------- C:\Users\user\RME\Projects\178-
04-1\ENGINE-1\WATERA-1\0418W1RA.OT2
POSTPROCESSOR RESULTS FILENAME --- C:\Users\user\RME\Projects\178-
04-1\ENGINE-1\WATERA-1\0418WIRA.RS2
S U M M A R Y O F O R I G I N A L D A T A
U N I T S S P E C I F I E D
FLOWRATE ............ = gallons/minute
HEAD (HGL) .......... = feet
PRESSURE ............ = psig
P I P E L I N E D A T A
STATUS CODE: XX -CLOSED PIPE CV -CHECK VALVE
P I
P E
NODE
NAMES
LENGTH
DIAMETER
ROUGHNESS
MINOR
N A
M E
N1
#2
(ft)
(in)
COEFF.
LOSS
COEFF.
P-
1
R- 1
J- 7
42.00
---------------------------------
16.00
123.7472
0.57
P-
2
R- 1
J- 6
2850.00
18.00
130.0000
2.01
P-
3
J- 4
J- 3
14.00
8.00
130.0000
0.74
P-
4
J- 3
J- 5
95.00
8.00
130.0000
2.41
P-
5
J- 3
J- 8
1120.00
8.00
130.0000
1.54
P-
6
J- 7
J- 4
279.00
16.00
123.7472
0.00
P-
7
J- 7
J- 10
1215.00
8.00
130.0000
2.46
P-
8
J- 8
J- 1
110.68
6.00
130.0000
0.00
P-
9
J- 6
R- 3
78.90
B.00
130.0000
0.57
P-
10
1- 10
J- 8
425.00
8.00
130.0000
1.54
P-
11
J- 10
J- 2
214.00
6.00
130.0000
0.92
P-
34
J-203
FH-7
134.00
6.00
130.0000
0.74
P-
100
J- 2
J-100
44.56
8.00
130.0000
0.57
P-
101
J-100
0-101
121.13
8.00
130.0000
0.57
P-
102
J-101
J-102
277.50
8.00
130.0000
0.57
P-
103
J-102
J-103
148.95
8.00
130.0000
0.57
P-
104
J-103
J-104
259.03
8.00
130.0000
0.57
P-
105
J-104
J-105
196.32
8.00
130.0000
0.57
P-
106
J-105
J-106
178.40
12.00
130.0000
0.57
P-
107
J-106
R- 3
178.79
12.00
130.0000
1.14
P-
200
J- 1
J-200
93.08
8.00
130.0000
0.57
P-
201
J-200
J-201
276.84
8.00
130.0000
0.57
P-
202
J-201
J-202
197.03
8.00
130.0000
0.57
P-
203
J-202
J-203
690.04
6.00
130.0000
0.57
P-
300
J-101
J-300
140.80
6.00
130.0000
0.17
P-
301
J-300
FH-B
136.72
6.00
130.0000
0.57
P-
302
FH-8
J- 21
68.54
6.00
130.0000
0.00
P-
303
0- 21
J-201
131.94
6.00
130.0000
3.57
FIRE FLOW SCENARIO #7
P- 400
J-103
FH-9
232.11
8.00
130.0000
1.09
P- 500
J-105
J-400
147.04
8.00
130.0000
3.17
P- 501
J-400
J-401
84.96
8.00
130.0000
0.57
P- 502
J-401
J-402
60.03
6.00
130.0000
0.57
P- 503
J-402
J-403
63.06
6.00
130.0000
0.57
P- 504
J-403
J-404
92.89
6.00
130.0000
0.57
P- 505
J-404
J-203
150.50
6.00
130.0000
6.74
P- 600
J-100
FH-1
26.68
6.00
130.0000
0.34
P- 700
0-102
FH-2
26.54
6.00
130.0000
0.34
P- 800
J-104
FH-3
26.57
6.00
130.0000
0.34
P- 900
J-106
FH-4
49.59
6.00
130.0000
0.34
P-1000
J-200
FH-5
66.38
8.00
130.0000
0.34
P-1100
J-202
FH-6
30.43
6.00
130.0000
0.34
P-1200
J-300
M- 2a
27.00
6.00
130.0000
0.17
P-1300
J- 21
M- 3a
27.00
6.00
130.0000
0.17
P-1400
J-400
M- 5
46.50
6.00
130.0000
0.17
P-1500
J-401
FH-10
31.79
6.00
130.0000
0.17
P-1600
J-402
M- 7
28.50
6.00
130.0000
0.17
P-1700
J-403
M- 6
46.50
6.00
130.0000
0.17
P-1800
J-404
FH-ll
31.55
6.00
130.0000
0.17
E N D N O D E D A T A
NODE
NODE
EXTERNAL
JUNCTION
EXTERNAL
NAME
TITLE
DEMAND
ELEVATION
GRADE
(gpm)
(ft)
(ft)
-----------------------------------------------------------
FH-1
0.00
328.50
FH-10
0.00
323.30
FH-11
0.00
321.30
FH-2
0.00
325.00
FH-3
0.00
325.00
FH-4
0.00
324.60
FH-5
144.00
325.40
FH-6
84.00
322.80
FH-7
875.00
322.00
FH-B
0.00
325.30
FH-9
56.00
324.30
J- 1
0.00
322.50
J- 2
Connection w
0.00
329.00
J- 3
Sta. 0+00: W
44.49
334.00
J- 4
W2 Connectio
0.00
333.50
J- 5
Sta. 0+35: W
148.51
335.00
J- 6
0.00
0.00
J- 7
WS Connectio
0.00
336.50
J- 8
Sta. 11+20:
393.56
332.00
1- 10
Sta. 12+15:
1453.44
329.50
J- 21
0.00
323.40
J-100
0.00
329.50
J-101
0.00
328.00
J-102
0.00
327.20
J-103
0.00
326.00
J-104
0.00
325.10
J-105
0.00
324.90
J-106
0.00
324.20
J-200
0.00
321.30
J-201
0.00
318.10
J-202
108.00
316.00
J-203
7.00
317.10
J-300
0.00
325.50
J-400
0.00
323.70
J-401
0.00
322.70
J-402
0.00
322.50
J-403
0.00
321.50
J-404
0.00
320.60
M- 5
182.00
324.00
M- 6
182.00
322.00
M- 7
322.00
323.00
FIRE FLOW SCENARIO #7
M- 2a 112.00 326.00
M- 3a 154.00 323.50
R- 1 Supply from ---- 336.50 534.00
R- 3 ---- 324.00 534.00
O U T P U T O P T I O N D A T A
OUTPUT SELECTION: ALL RESULTS ARE INCLUDED IN THE TABULATED OUTPUT
S Y S T E M C O N F I G U R A T I O N
NUMBER
OF
PIPES ...................(p)
=
48
NUMBER
OF
END NODES
_43
NUMBER
OF
PRIMARY LOOPS ...........(1)
=
4
NUMBER
OF
SUPPLY NODES ............(f)
=
2
NUMBER
OF
SUPPLY ZONES
=
Case: 0
RESULTS OBTAINED AFTER 11 TRIALS: ACCURACY = 0.00008
S I M U L A T I O N D E S C R I P T I O N (L A B E L)
Callaway Villa Apartments
P I P E L I N E R E S U L T S
STATUS CODE: XX -CLOSED PIPE CV -CHECK VALVE
P I
P E
NODE
NUMBERS
FLOWRATE
HEAD
MINOR
LINE
HL+ML/
HL/
N A
M E
#1
#2
LOSS
LOSS
VELD.
1000
1000
________________________________________________________________________________
(gpm)
(ft)
(ft)
(ft/s)
(ft/ft)
(ft/ft)
_______
P-
1
R- 1
J- 7
2124.59
0.12
0.10
3.39
5.18
2.76
P-
2
R- 1
J- 6
0.52
0.00
0.00
0.00
0.00
0.00
P-
3
J- 4
J- 3
1168.11
0.34
0.64
7.46
69.97
24.36
P-
4
J- 3
J- 5
148.51
0.05
0.03
0.95
0.89
0.53
P-
5
1- 3
J- 8
975.11
19.53
0.93
6.22
18.26
17.43
P-
6
J- 7
J- 4
1168.11
0.25
0.00
1.86
0.91
0.91
P-
7
J- 7
J- 10
956.48
20.44
1.42
6.10
17.99
16.82
P-
8
0- 8
J- 1
458.16
1.93
0.00
5.20
17.47
17.47
P-
9
J- 6
R- 3
0.52
0.00
0.00
0.00
0.00
0.00
P-
10
1- 8
J- 10
123.39
0.16
0.01
0.79
0.41
0.38
P-
ll
J- 2
J- 10
373.57
2.56
0.26
4.24
13.17
11.97
P-
34
J-203
FH-7
875.00
7.76
1.13
9.93
66.36
57.91
P-
100
J-100
J- 2
373.57
0.13
0.05
2.38
4.08
2.95
P-
101
J-101
J-100
373.57
0.36
0.05
2.38
3.36
2.95
P-
102
J-102
J-101
855.99
3.80
0.26
5.46
14.65
13.70
P-
103
J-103
J-102
855.99
2.04
0.26
5.46
15.47
13.70
P-
104
J-104
J-103
911.99
3.99
0.30
5.82
16.56
15.40
P-
105
J-105
J-104
911.99
3.02
0.30
5.82
16.93
15.40
P-
106
J-106
J-105
2141.41
1.85
0.33
6.07
12.22
10.39
P-
107
R- 3
J-106
2141.41
1.86
0.65
6.07
14.04
10.39
P-
200
J- 1
J-200
458.16
0.40
0.08
2.92
5.12
4.30
P-
201
J-200
J-201
314.16
0.59
0.04
2.01
2.27
2.14
P-
202
J-201
J-202
530.58
1.11
0.10
3.39
6.16
5.65
P-
203
J-202
J-203
338.58
6.89
0.13
3.84
10.17
9.98
P-
300
J-101
J-300
482.42
2.71
0.08
5.47
19.79
19.22
P-
301
J-300
FH-8
370.42
1.61
0.16
4.20
12.93
11.79
P-
302
FH-8
J- 21
370.42
0.81
0.00
4.20
11.79
11.79
FIRE FLOW SCENARIO #7
P- 303
J- 21
J-201
216.42
0.57
0.33
2.46
6.89
4.36
P- 400
J-103
FH-9
56.00
0.02
0.00
0.36
0.10
0.09
P- 500
J-105
J-400
1229.42
3.94
3.03
7.85
47.39
26.78
P- 501
J-400
J-401
1047.42
1.69
0.40
6.69
24.56
19.90
P- 502
J-401
J-402
1047.42
4.85
1.25
11.08
101.62
80.80
P- 503
J-402
J-403
725.42
2.58
0.60
8.23
50.43
40.92
P- 504
J-403
J-404
543.42
2.23
0.34
6.17
27.59
23.97
P- 505
J-404
J-203
543.42
3.61
3.98
6.17
50.40
23.97
P- 600
J-100
PH-1
0.00
0.00
0.00.
0.00
0.00
0.00
P- 700
J-102
FH-2
0.00
0.00
0.00
0.00
0.00
0.00
P- 800
J-104
FH-3
0.00
0.00
0.00
0.00
0.00
0.00
P- 900
J-106
FH-4
0.00
0.00
0.00
0.00
0.00
0.00
P-1000
J-200
FH-5
144.00
0.03
0.00
0.92
0.57
0.50
P-1100
J-202
FH-6
84.00
0.02
0.00
0.95
0.91
0.75
P-1200
J-300
M- 2a
112.00
0.03
0.00
1.27
1.44
1.29
P-1300
J- 21
M- 3a
154.00
0.06
0.01
1.75
2.62
2.32
P-1400
J-400
M- 5
182.00
0.15
0.01
2.07
3.40
3.16
P-1500
J-401
FH-10
0.00
0.00
0.00
0.00
0.00
0.00
P-1600
J-402
M- 7
322.00
0.26
0.04
3.65
10.33
9.09
P-1700
J-403
M- 6
182.00
0.15
0.01
2.07
3.40
3.16
P-1800
J-404
FH-11
0.00
0.00
0.00
0.00
0.00
0.00
E N D N O D E
R E S U L T S
NODE
NODE
EXTERNAL
HYDRAULIC
NODE PRESSURE
NODE
NAME
TITLE
DEMAND
GRADE
ELEVATION
HEAD
PRESSURE
(gpm)
(It)
----------
(ft)
(It)
-----------
(psi)
-----------------
FH-1
---------
----------'
0.00
514.92
328.50
186.42
80.78
FH-10
0.00
520.25
323.30
196.95
85.35
FH-11
0.00
508.41
321.30
187.11
81.08
FH-2
0.00
519.39
325.00
194.39
84.24
FH-3
0.00
525.99
325.00
200.99
87.09
FH-4
0.00
531.49
324.60
206.89
89.65
FH-5
144.00
509.65
325.40
184.25
79.84
FH-6
84.00
507.81
322.80
185.01
80.17
PH-7
875.00
491.93
322.00
169.93
73.64
FH-8
0.00
510.77
325.30
185.47
80.37
FH-9
56.00
521.67
324.30
197.37
85.53
J- 1
0.00
510.16
322.50
187.66
81.32
J- 2
Connection w
0.00
514.74
329.00
185.74
80.49
J- 3
Sta. 0+00: W
44.49
532.55
334.00
198.55
86.04
J- 4
W2 Connectio
0.00
533.53
333.50
200.03
86.68
J- 5
Sta. 0+35: W
148.51
532.46
335.00
197.46
85.57
J- 6
0.00
534.00
J- 7
W1 Connectio
0.00
533.78
336.50
197.28
85.49
J- 8
Ste. 11+20:
393.56
512.09
332.00
180.09
78.04
J- 10
Sta. 12+15:
1453.44
511.92
329.50
182.42
79.05
J- 21
0.00
509.97
323.40
186.57
80.85
J-100
0.00
514.92
329.50
185.42
80.35
J-101
0.00
515.33
328.00
187.33.
81.17
J-102
0.00
519.39
327.20
192.19
83.28
J-103
0.00
521.70
326.00
195.70
84.80
J-104
0.00
525.99
325.10
200.89
87.05
J-105
0.00
529.31
324.90
204.41
88.58
J-106
0.00
531.49
324.20
207.29
89.83
J-200
0.00
509.68
321.30
188.38
81.63
J-201
0.00
509.06
318.10
190.96
82.75
J-202
108.00
507.84
316.00
191.84
83.13
J-203
7.00
500.83
317.10
183.73
79.61
J-300
0.00
512.54
325.50
187.04
81.05
J-400
0.00
522.34
323.70
198.64
86.08
J-401
0.00
520.25
322.70
197.55
85.61
J-402
0.00
514.15
322.50
191.65
83.05
J-403
0.00
510.97
321.50
189.47
82.11
J-404
0.00
508.41
320.60
187.81
81.38
M- 5
182.00
522.18
324.00
198.18
85.88
M- 6
182.00
510.82
322.00
188.82
81.82
M- 7
322.00
513.86
323.00
190.86
82.71
FIRE
FLOW SCENARIO
#7
M- 2a
112.00
512.50
326.00
186.50
80.82
M- 3a
154.00
509.89
323.50
186.39
80.77
R- 1
Supply from ----
534.00
336.50
197.50
85.58
R- 3
----
534.00
324.00
210.00
91.00
S U
M M A R Y O
F I N F
L O W S A
N D O
U T
F L O
W S
(+)
INFLOWS INTO THE SYSTEM
FROM SUPPLY
NODES
(-)
OUTFLOWS FROM
THE SYSTEM INTO SUPPLY
NODES
NODE
FLOWRATE
NODE
NAME
(gpm)
TITLE
--------------------------------------------
R- 1
2125.11
Supply from
R- 3
2140.89
NET
SYSTEM INFLOW
= 4266.00
NET
SYSTEM OUTFLOW = 0.00
NET
SYSTEM DEMAND
= 4266.00
***** HYDRAULIC ANALYSIS COMPLETED *****
FIRE FLOW SCENARIO #7
FIRE FLOW SCENARIO #8
x x x x x x x x x x K Y P I P E 4 ** x x x x x x x x
x x
* University of Kentucky Network Modeling Software
* Copyrighted by KYPIPE LLC
* Version 3 - 11/01/2005
x x
x x x x x x x x x x x** x+* x x x x* x x x x x x x x
Date 5 Time: Wed Feb 23 17:24:42 2011
INPUT DATA FILENAME -------------- C:\Users\user\RME\Projects\178-
04-1\ENGINE-1\WATERA-1\0418W1RA.DT2
TABULATED OUTPUT FILENAME -------- C:\Users\user\RME\Projects\178-
04-1\ENGINE-1\WATERA-1\0418W1RA.OT2
POSTPROCESSOR RESULTS FILENAME --- C:\Users\user\RME\Projects\178-
04-1\ENGINE-I\WATERA-1\0418WIRA.RS2
+xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx
S U M M A R Y O F O R I G I N A L D A T A
xxxxxxxxxxxxxxxxxxxxxxxxx xx xxxxxxxxxxxxxxxxxxxxx
U N I T S S P E C I F I E D
FLOWRATE ............ = gallons/minute
HEAD (HGL) .......... = feet
PRESSURE............ = pSig
P I P E L I N E D A T A
STATUS CODE:
XX -CLOSED
PIPE
CV -CHECK VALVE
P I
P E
NODE
NAMES
LENGTH
DIAMETER
ROUGHNESS
MINOR
N A
M E
#1
#2
(it)
(in)
COEFF.
LOSS
COEFF.
___
P-
1
R- 1
J- 7
42.00
-------------------------------_
16.00
123.7472
0.57
P-
2
R- 1
J- 6
2850.00
18.00
130.0000
2.01
P-
3
J- 4
J- 3
14.00
8.00
130.0000
0.74
P-
4
J- 3
J- 5
95.00
8.00
130.0000
2.41
P-
5
J- 3
J- 8
1120.00
8.00
130.0000
1.54
P-
6
J- 7
J- 4
279.00
16.00
123.7472
0.00
P-
7
J- 7
J- 10
1215.00
8.00
130.0000
2.46
P-
8
J- 8
J- 1
110.68
6.00
130.0000
0.00
P-
9
J- 6
R- 3
78.90
8.00
130.0000
0.57
P-
10
1- 10
J- 8
425.00
8.00
130.0000
1.54
P-
ll
J- 10
J- 2
214.00
6.00
130.0000
0.92
P-
34
J-203
FH-7
134.00
6.00
130.0000
0.74
P-
100
J- 2
J-100
44.56
8.00
130.0000
0.57
P-
101
J-100
J-101
121.13
8.00
130.0000
0.57
P-
102
J-101
J-102
277.50
8.00
130.0000
0.57
P-
103
J-102
J-103
148.95
8.00
130.0000
0.57
P-
104
J-103
J-104
259.03
8.00
130.0000
0.57
P-
105
J-104
J-105
196.32
8.00
130.0000
0.57
P-
106
J-105
J-106
178.40
12.00
130.0000
0.57
P-
107
J-106
R- 3
178.79
12.00
130.0000
1.14
P-
200
J- 1
J-200
93.08
8.00
130.0000
0.57
P-
201
J-200
J-201
276.84
8.00
130.0000
0.57
P-
202
J-201
J-202
197.03
8.00
130.0000
0.57
P-
203
J-202
J-203
690.04
6.00
130.0000
0.57
P-
300
J-101
J-300
140.80
6.00
130.0000
0.17
P-
301
J-300
FH-8
136.72
6.00
130.0000
0.57
P-
302
FH-8
J- 21
68.54
6.00
130.0000
0.00
P-
303
J- 21
J-201
131.94
6.00
130.0000
3.57
FIRE FLOW SCENARIO #8
P- 400
J-103
FH-9
232.11
8.00
130.0000
1.09
P- 500
J-105
J-400
147.04
8.00
130.0000
3.17
P- 501
J-400
J-401
84.96
8.00
130.0000
0.57
P- 502
J-401
J-402
60.03
6.00
130.0000
0.57
P- 503
J-402
J-403
63.06
6.00
130.0000
0.57
P- 504
J-403
J-404
92.89
6.00
130.0000
0.57
P- 505
J-404
J-203
150.50
6.00
130.0000
6.74
P- 600
J-100
FH-1
26.68
6.00
130.0000
0.34
P- 700
J-102
FH-2
26.54
6.00
130.0000
0.34
P- 800
J-104
FH-3
26.57
6.00
130.0000
0.34
P- 900
J-106
FH-4
49.59
6.00
130.0000
0.34
P-1000
J-200
FH-5
66.38
8.00
130.0000
0.34
P-1100
J-202
FH-6
30.43
6.00
130.0000
0.34
P-1200
J-300
M- 2a
27.00
6.00
130.0000
0.17
P-1300
J- 21
M- 3a
27.00
6.00
130.0000
0.17
P-1400
J-400
M- 5
46.50
6.00
130.0000
0.17
P-1500
J-401
FH-10
31.79
6.00
130.0000
0.17
P-1600
J-402
M- 7
28.50
6.00
130.0000
0.17
P-1700
J-403
M- 6
46.50
6.00
130.0000
0.17
P-1800
J-404
FH-11
31.55
6.00
130.0000
0.17
E N D N O D E D A T A
NODE
NODE
EXTERNAL
JUNCTION
EXTERNAL
NAME
TITLE
DEMAND
ELEVATION
GRADE
(gpm)
(£t)
(ft)
-----------------------------------------------------------
FH-1
0.00
328.50
FH-10
0.00
323.30
FH-11
0.00
321.30
FH-2
0.00
325.00
PH-3
0.00
325.00
FH-4
0.00
324.60
FH-5
144.00
325.40
FH-6
84.00
322.80
FH-7
0.00
322.00
FH-8
875.00
325.30
FH-9
56.00
324.30
J- 1
0.00
322.50
J- 2
Connection w
0.00
329.00
J- 3
Sta. 0+00: W
44.49
334.00
J- 4
W2 Connectio
0.00
333.50
J- 5
Sta. 0+35: W
148.51
335.00
J- 6
0.00
0.00
J- 7
W1 Connectio
0.00
336.50
J- 8
Sta. 11+20:
393.56
332.00
J- 10
Sta. 12+15:
1453.44
329.50
J- 21
0.00
323.40
J-100
0.00
329.50
J-101
0.00
328.00
J-102
0.00
327.20
J-103
0.00
326.00
J-104
0.00
325.10
J-105
0.00
324.90
J-106
0.00
324.20
J-200
0.00
321.30
J-201
0.00
318.10
J-202
108.00
316.00
J-203
7.00
317.10
J-300
0.00
325.50
J-400
0.00
323.70
J-401
0.00
322.70
J-402
0.00
322.50
J-403
0.00
321.50
J-404
0.00
320.60
M- 5
182.00
324.00
M- 6
182.00
322.00
M- 7
172.00
323.00
FIRE FLOW SCENARIO
#8
M-
2a
112.00 326.00
M-
3a
304.00 323.50
R-
1 Supply from
---- 336.50
534.00
R-
3
---- 324.00
534.00
O U T P U T O P T I O N D A T A
OUTPUT SELECTION: ALL RESULTS ARE INCLUDED IN THE TABULATED OUTPUT
S Y S T E M
C O N F I G U R A T I
O N
NUMBER
OF
PIPES ...................(p)
=
48
NUMBER
OF
END NODES ...............(j)
=
43
NUMBER
OF
PRIMARY LOOPS ...........(1)
=
4
NUMBER
OF
SUPPLY NODES ............(f)
=
2
NUMBER
OF
SUPPLY ZONES ............(Z)
=
1
Case: 0
RESULTS OBTAINED AFTER 11 TRIALS: ACCURACY = 0.00008
S I M U L A T I O N D E S C R I P T I O N (L A B E L)
Callaway Villa Apartments
P I P E L I N E R E S U L T S
STATUS CODE: XX -CLOSED PIPE CV -CHECK VALVE
P I
P E
NODE
NUMBERS
FLOWRATE
HEAD
MINOR
LINE
HL+ML/
HL/
N A
M E
#1
#2
LOSS
LOSS
VELD.
1000
1000
(gpm)
(ft)
(ft)
(ft/s)
(ft/ft)
(ft/ft)
----------------------------------------------------------------------------------------
P-
1
R- 1
J- 7
2267.13
0.13
0.12
3.62
5.87
3.12
P-
2
R- 1
J- 6
0.52
0.00
0.00
0.00
0.00
0.00
P-
3
J- 4
J- 3
1239.77
0.38
0.72
7.91
78.58
27.20
P-
4
J- 3
J- 5
148.51
0.05
0.03
0.95
0.89
0.53
P-
5
J- 3
J- 8
1046.77
22.27
1.07
6.68
20.83
19.88
P-
6
J- 7
J- 4
1239.77
0.28
0.00
1.98
1.02
1.02
P-
7
J- 7
J- 10
1027.36
23.33
1.64
6.56
20.56
19.20
P-
8
J- 8
J- 1
502.27
2.29
0.00
5.70
20.71
20.71
P-
9
J- 6
R- 3
0.52
0.00
0.00
0.00
0.00
0.00
P-
10
1- 8
J- 10
150.95
0.23
0.02
0.96
0.60
0.55
P-
ll
J- 2
J- 10
275.13
1.45
0.14
3.12
7.45
6.79
P-
34
J-203
FH-7
0.00
0.00
0.00
0.00
0.00
0.00
P-
100
J-100
J- 2
275.13
0.07
0.03
1.76
2.29
1.67
P-
101
J-101
J-100
275.13
0.20
0.03
1.76
1.90
1.67
P-
102
J-102
J-101
1019.53
5.25
0.37
6.51
20.28
18.93
P-
103
J-103
J-102
1019.53
2.82
0.37
6.51
21.45
18.93
P-
104
J-104
J-103
1075.53
5.42
0.42
6.86
22.52
20.91
P-
105
J-105
J-104
1075.53
4.10
0.42
6.86
23.03
20.91
P-
106
J-106
J-105
1998.87
1.63
0.28
5.67
10.74
9.14
P-
107
R- 3
J-106
1998.87
1.64
0.57
5.67
12.33
9.14
P-
200
J- 1
J-200
502.27
0.47
0.09
3.21
6.08
5.10
P-
201
J-200
J-201
358.27
0.76
0.05
2.29
2.90
2.73
P-
202
J-202
J-201
188.34
0.16
0.01
1.20
0.89
0.83
P-
203
J-203
J-202
380.34
8.54
0.16
4.32
12.62
12.38
P-
300
J-101
J-300
744.39
6.04
0.19
8.45
44..26
42.93
P-
301
J-300
FH-8
632.39
4.34
0.46
7.18
35.07
31.74
P-
302
J- 21
FH-8
242.61
0.37
0.00
2.75
5.38
5.38
FIRE FLOW SCENARIO #8
P- 303
J-201
J- 21
546.61
3.20
2.13
6.20
40.39
24.23
P- 400
J-103
FH-9
56.00
0.02
0.00
0.36
0.10
0.09
P- 500
J-105
J-400
923.34
2.32
1.71
5.89
27.38
15.76
P- 501
J-400.
J-401
741.34
0.89
0.20
4.73
12.83
10.49
P- 502
J-401
J-402
741.34
2.56
0.63
8.41
53.03
42.60
P- 503
J-402
J-403
569.34
1.65
0.37
6.46
31.98
2.6.13
P- 504
J-403
J-404
387.34
1.19
0.17
4.39
14.64
12.80
P- 505
.7-404
J-203
387.34
1.93
2.02
4.39
26.23
12.80
P- 600
J-100
FH-1
0.00
0.00
0.00
0.00
0.00
0.00
P- 700
J-102
FH-2
0.00
0.00
0.00
0.00
0.00
0.00
P- 800
J-104
FH-3
0.00
0.00
0.00
0.00
0.00
0.00
P- 900
J-106
FH-4
0.00
0.00
0.00
0.00
0.00
0.00
P-1000
J-200
FH-5
144.00
0.03
0.00
0.92
0.57
0.50
P-1100
J-202
FH-6
84.00
0.02
0.00
0.95
0.91
0.75
P-1200
J-300
M- 2a
112.00
0.03
0.00
1.27
1.44
1.29
P-1300
J- 21
M- 3a
304.00
0.22
0.03
3.45
9.34
8.17
P-1400
J-400
M- 5
182.00
0.15
0.01
2.07
3.40
3.16
P-1500
J-401
FH-10
0.00
0.00
0.00
0.00
0.00
0.00
P-1600
J-402
M- 7
172.00
0.08
0.01
1.95
3.20
2.85
P-1700
J-403
M- 6
182.00
0.15
0.01
2.07
3.40
3.16
P-1800
J-404
FH-11
0.00
0.00
0.00
0.00
0.00
0.00
E N D N O
D E R E S U L T S
NODE
NODE
EXTERNAL
HYDRAULIC
NODE
PRESSURE
NODE
NAME
TITLE
DEMAND
GRADE
ELEVATION
HEAD
PRESSURE
(gpm)
(ft)
"'
(ft)
(ft)
---------------
(psi)
---------_------------------
FH-1
0.00
510.47
328.50
181.97
78.85
FH-10
0.00
524.76
323.30
201.46
87.30
FH-11
0.00
518.20
321.30
196.90
85.32
FH-2
0.00
516.33
325.00
191.33
82.91
FH-3
0.00
525.36
325.00
200.36
86.82
FH-4
0.00
531.80
324.60
207.20
89.78
FH-5
144.00
506.14
325.40
180.74
78.32
FH-6
84.00
505.52
322.80
182.72
79.18
FH-7
0.00
514.26
322.00
192.26
83.31
FH-8
875.00
499.68
325.30
174.38
75.56
FH-9
56.00
519.50
324.30
195.20
84.59
J- 1
0.00
506.74
322.50
184.24
79.84
J- 2
Connection w
0.00
510.37
329.00
181.37
78.59
J- 3
Sta. 0+00: W
44.49
532.37
334.00
198.37
85.96
J- 4
W2 Connectio
0.00
533.47
333.50
199.97
66.65
J- 5
Sta. 0+35: W
148.51
532.28
335.00
197.28
85.49
J- 6
0.00
534.00
J- 7
W1 Connectio
0.00
533.75
336.50
197.25
85.48
J- 8
Sta. 11+20:
393.56
509.03
332.00
177.03
76.71
J- 10
Sta. 12+15:
1453.44
508.78
329.50
179.28
77.69
J- 21
0.00
500.04
323.40
176.64
76.55
J-100
0.00
510.47
329.50
180.97
78.42
J-.101
0.00
510.70
328.00
182.70
79.17
J-102
0.00
516.33
327.20
189.13
81.96
J-103
0.00
519.53
326.00
193.53
83.86
J-104
0.00
525.36
325.10
200.26
86.78
J-105
0.00
529.88
324.90
204.98
88.82
J-106
0.00
531.80
324.20
207.60
89.96
J-200
0.00
506.18
321.30
184.88
80.11
J-201
0.00
505.37
318.10
187.27
81.15
J-202
108.00
505.55
316.00
189.55
82.14
J-203
7.00
514.26
317.10
197.16
85.43
J-300
0.00
504.47
325.50
178.97
77.55
J-400
0.00
525.85
323.70
202.15
87.60
J-401
0.00
524.76
322.70
202.06
87.56
J-402
0.00
521.58
322.50
199.08
86.27
J-403
0.00
519.56
321.50
198.06
85.83
J-404
0.00
518.20
320.60
197.60
85.63
M- 5
182.00
525.70
324.00
201.70
87.40
M- 6
182.00
519.41
322.00
197.41
85.54
M- 7
172.00
521.49
323.00
19B.49
86.01
FIRE
FLOW SCENARIO N8
M- 2a
112.00
504.43
326.00
178.43
77.32
M- 3a
304.00
499.79
323.50
176.29
76.39
R- 1
Supply from
----
534.00
336.50
197.50
85.58
R- 3
----
534.00
324.00
210.00
91.00
S U
M M A R Y O
F I N F
L O W S A
N D O
U T
F L O
W S
(+)
INFLOWS INTO THE
SYSTEM
FROM SUPPLY
NODES
(-)
OUTFLOWS FROM
THE SYSTEM
INTO SUPPLY
NODES
NODE
FLOWRATE
NODE
NAME
(gpm)
TITLE
R- 1
---------------
2267.65
---------
Supply 1 from
R- 3
1998.35
NET
SYSTEM INFLOW
= 4266.00
NET
SYSTEM OUTFLOW
= 0.00
NET
SYSTEM DEMAND
= 4266.00
***** HYDRAULIC ANALYSIS COMPLETED *****
FIRE FLOW SCENARIO #8
FIRE FLOW,SCENARIO #9
+++++++ x++ K Y P I P E 4 x x x x++++ x+
+ +
* University of Kentucky Network Modeling Software
x +
* Copyrighted by KYPIPE LLC
* Version 3 - 11/01/2005
+ + + + + + + + + + + + x x + + x x x x x x + + + + x x +
Date & Time: Wed Feb 23 17:27:53 2011
INPUT DATA FILENAME -------------- C:\Users\user\RME\Projects\178-
04-1\ENGINE-1\WATERA-1\0418WIRA.DT2
TABULATED OUTPUT FILENAME -------- C:\Users\user\RME\Projects\178-
04-1\ENGINE-1\WATERA-1\0418WIRA.OT2
POSTPROCESSOR RESULTS FILENAME --- C:\Users\user\RME\Projects\178-
04-1\ENGINE-I\WATERA-1\0418W1RA.RS2
x xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx++++++x++++++
S U M M A R Y O F O R I G I N A L D A T A
xxxxxxxxxxxxxxxxxxxxxxxxxx+++xxxxx++++++++++++++
U N I T S S P E C I F I E D
FLOWRATE ............ = gallons/minute
HEAD (HGL) .......... = feet
PRESSURE ............ = psig
P I P E L I N E D A T A
STATUS CODE: XX -CLOSED PIPE CV -CHECK VALVE
P I
P E
NODE
NAMES
LENGTH
DIAMETER
ROUGHNESS
MINOR
N A
M E
#1
#2
(ft)
(in)
COEFF.
LOSS
COEFF.
-------------------------------------------------------------------------------
P-
1
R- 1
J- 7
42.00
16.00
123.7472
0.57
P-
2
R- 1
J- 6
2850.00
18.00
130.0000
2.01
P-
3
J- 4
J- 3
14.00
8.00
130.0000
0.74
P-
4
J- 3
J- 5
95.00
8.00
130.0000
2.41
P-
5
J- 3
J- 8
1120.00
8.00
130.0000
1.54
P-
6
J- 7
J- 4
279.00
16.00
123.7472
0.00
P-
7
J- 7
J- 10
1215.00
8.00
130.0000
2.46
P-
8
J- 8
J- 1
110.68
6.00
130.0000
0.00
P-
9
J- 6
R- 3
78.90
8.00
130.0000
0.57
P-
10
J- 10
J- 8
425.00
8.00
130.0000
1.54
P-
ll
J- 10
J- 2
214.00
6.00
130.0000
0.92
P-
34
J-203
FH-7
134.00
6.00
130.0000
0.74
P-
100
J- 2
J-100
44.56
8.00
130.0000
0.57
P-
101
17-100
J-101
121.13
8.00
130.0000
0.57
P-
102
J-101
J-102
277.50
8.00
130.0000
0.57
P-
103
J-102
J-103
148.95
8.00
130.0000
0.57
P-
104
J-103
J-104
259.03
8.00
130.0000
0.57
P-
105
J-104
J-105
196.32
8.00
130.0000
0.57
P-
106
J-105
J-106
178.40
12.00
130.0000
0.57
P-
107
J-106
R- 3
178.79
12.00
130.0000
1.14
P-
200
J- 1
J-200
93.08
8.00
130.0000
0.57
P-
201
J-200
J-201
276.84
8.00
130.0000
0.57
P-
202
J-201
J-202
197.03
8.00
130.0000
0.57
P-
203
J-202
J-203
690.04
6.00
130.0000
0.57
P-
300
J-101
J-300
140.80
6.00
130.0000
0.17
P-
301
J-300
FH-8
136.72
6.00
130.0000
0.57
P-
302
FH-8
J- 21
68.54
6.00
130.0000
0.00
P-
303
J- 21
J-201
131.94
6.00
130.0000
3.57
FIRE FLOW SCENARIO #9
P- 400
J-103
FH-9
232.11
8.00
130.0000
1.09
P- 500
J-105
J-400
147.04
8.00
130.0000
3.17
P- 501
J-400
J-401
84.96
8.00
130.0000
0.57
P- 502
J-401
J-402
60.03
6.00
130.0000
0.57
P- 503
J-402
J-403
63.06
6.00
130.0000
0.57
P- 504
J-403
J-404
92.89
6.00
130.0000
0.57
P- 505
J-404
J-203
150.50
6.00
130.0000
6.74
P- 600
0-100
FH-1
26.68
6.00
130.0000
0.34
P- 700
J-102
FH-2
26.54
6.00
130.0000
0.34
P- 800
J-104
FH-3
26.57
6.00
130.0000
0.34
P- 900
J-106
FH-4
49.59
6.00
130.0000
0.34
P-1000
J-200
FH-5
66.38
8.00
130.0000
0.34
P-1100
J-202
FH-6
30.43
6.00
130.0000
0.34
P-1200
J-300
M- 2a
27.00
6.00
130.0000
0.17
P-1300
J- 21
M- 3a
27.00
6.00
130.0000
0.17
P-1400
J-400
M- 5
46.50
6.00
130.0000
0.17
P-1500
J-401
FH-10
31.79
6.00
130.0000
0.17
P-1600
J-402
M- 7
28.50
6.00
130.0000
0.17
P-1700
J-403
M- 6
46.50
6.00
130.0000
0.17
P-1800
J-404
FH-11
31.55
6.00
130.0000
0.17
E N D N O D E D A T A
NODE
NODE
EXTERNAL
JUNCTION
EXTERNAL
NAME
TITLE
DEMAND
ELEVATION
GRADE
(gpm)
(ft)
(ft)
Fri-1-----------------------------------------------------------
0.00
328.50
FH-10
0.00
323.30
FH-11
0.00
321.30
FH-2
0.00
325.00
FH-3
0.00
325.00
FH-4
0.00
324.60
FH-5
144.00
325.40
FH-6
84.00
322.80
FH-7
0.00
322.00
FH-8
0.00
325.30
FH-9
1331.00
324.30
J- 1
0.00
322.50
J- 2
Connection w
0.00
329.00
J- 3
Sta. 0+00: W
44.49
334.00
J- 4
W2 Connectio
0.00
333.50
J- 5
Sta. 0+35: W
148.51
335.00
J- 6
0.00
0.00
J- 7
W1 Connectio
0.00
336.50
J- 8
Sta. 11+20:
393.56
332.00
J- 10
Sta. 12+15:
1453.44
329.50
J- 21
0.00
323.40
J-100
0.00
329.50
J-101
0.00
328.00
J-102
0.00
327.20
J-103
0.00
326.00
J-104
0.00
325.10
J-105
0.00
324.90
J-106
0.00
324.20
J-200
0.00
321.30
J-201
0.00
318.10
J-202
108.00
316.00
J-203
7.00
317.10
J-300
0.00
325.50
J-400
0.00
323.70
J-401
0.00
322.70
J-402
0.00
322.50
J-403
0.00
321.50
J-404
0.00
320.60
M- 5
182.00
324.00
M- 6
182.00
322.00
M- 7
172.00
323.00
FIRE
FLOW SCENARIO #9
M- 2a
112.00
326.00
M- 3a
154.00
323.50
R- 1 Supply from
----
336.50 534.00
R- 3
----
324.00 534.00
O U T P U T OP T I O N D A T A
OUTPUT SELECTION: ALL RESULTS ARE INCLUDED IN THE TABULATED OUTPUT
S Y S T E M C O N F I G U R A T I O N
NUMBER
OF
PIPES ...................(p)
= 48
NUMBER
OF
END NODES
= 43
NUMBER
OF
PRIMARY LOOPS ...........(1)
= 4
NUMBER
OF
SUPPLY NODES
=
NUMBER
OF
SUPPLY ZONES ............(z)
= 1
Case: 0
RESULTS OBTAINED AFTER 11 TRIALS: ACCURACY = 0.00009
S I M U L A T I O N D E S C R I P T I O N (L A B E L)
Callaway Villa Apartments
P I P E L I N E R E S 0 L T S
STATUS CODE: XX -CLOSED PIPE CV -CHECK VALVE
P I
P E
NODE
NUMBERS
FLONRATE
HEAD
MINOR
LINE
HL+ML/
HL/
N A
M E
pl
N2
LOSS
LOSS
VELD.
1000
1000
_____________________________________________________________________________
(gpm)
(ft)
(it)
(ft/s)
(ft/ft)
(£t/£t)
P-
1
R- 1
J- 7
2196.83
0.12
0.11
3.51
5.53
2.94
P-
2
R- 1
jr- 6
0.52
0.00
0.00
0.00
0.00
0.00
P-
3
J- 4
J- 3
1190.02
0.35
0.66
7.60
72.55
25.21
P-
4
J- 3
J- 5
148.51
0.05
0.03
0.95
0.89
0.53
P-
5
J- 3
J- 8
997.02
20.35
0.97
6.36
19.03
18.17
P-
6
J- 7
J- 4
1190.02
0.26
0.00
1.90
0.94
0.94
P-
7
J- 7
J- 10
1006.81
22.48
1.58
6.43
19.80
18.50
P-
8
J- 8
J- 1
220.04
0.50
0.00
2.50
4.49
4.49
P-
9
J- 6
R- 3
0.52
0.00
0.00
0.00
0.00
0.00
P-
10
J- 8
1- 10
383.43
1.32
0.14
2.45
3.43
3.10
P-
ll
J- 2
J- 10
63.21
0.10
0.01
0.72
0.48
0.45
P-
34
J-203
FH-7
0.00
0.00
0.00
0.00
0.00
0.00
P-
100
J-100
J- 2
63.21
0.00
0.00
0.40
0.14
0.11
P-
101
3-101
J-100
63.21
0.01
0.00
0.40
0.12
0.11
P-
102
J-102
J-101
137.45
0.13
0.01
0.88
0.49
0.46
P-
103
J-103
J-102
137.45
0.07
0.01
0.88
0.51
0.46
Ps
1W.
e0-+104
3-103
1468.45
9.64
0.78
9.37
40.22
37.21
P-
105
J-105
J-104
1468.45
7.31
0.78
9.37
41.17
37.21
P-
106
J-106
J-105
2319.17
2.15
0.38
6.58
14.19
12.04
P-
107
R- 3
J-106
2319.17
2.15
0.77
6.58
16.33
12.04
P-
200
J- 1
J-200
220.04
0.10
0.02
1.40
1.29
1.11
P-
201
J-200
J-201
76.04
0.04
0.00
0.49
0.16
0.15
P-
202
J-202
J-201
115.72
0.07
0.00
0.74
0.36
0.34
P-
203
J-203
J-202
307.72
5.77
0.11
3.49
8.52
8.36
P-
300
J-101
J-300
74.24
0.08
0.00
0.84
0.61
0.60
P-
301
FH-8
J-300
37.76
0.02
0.00
0.43
0.18
0.17
P-
302
J- 21
FH-8
37.76
0.01
0.00
0.43
0.17
0.17
FIRE FLOW SCENARIO #9
P- 303
J-201
J- 21
191.76
0.46
0.26
2.18
5.47
3.48
P- 400
J-103
FH-9
1331.00
7.20
1.22
8.49
36.28
31.02
P- 500
J-105
J-400
850.72
1.99
1.45
5.43
23.41
13.54
P- 501
J-400
J-401
668.72
0.74
0.16
4.27
10.57
8.67
P- 502
J-401
J-402
608.72
2.11
0.51
7.59
43.68
35.20
P- 503
J-402
J-403
496.72
1.28
0.28
5.64
24.75
20.29
P- 504
J-403
J-404
314.72
0.81
0.11
3.57
9.93
8.72
P- 505
J-404
J-203
314.72
1.31
1.33
3.57
17.58
8.72
P- 600
J-100
FH-1
0.00
0.00
0.00
0.00
0.00
0.00
P- 700
J-102
FH-2
0.00
0.00
0.00
0.00
0.00
0.00
P- 800
J-104
FH-3
0.00
0.00
0.00
0.00
0.00
0.00
P- 900
J-106
FH-4
0.00
0.00
0.00
0.00
0.00
0.00
P-1000
J-200
FH-5
144.00
0.03
0.00
0.92
0.57
0.50
P-1100
J-202
FH-6
84.00
0.02
0.00
0.95
0.91
0.75
P-1200
J-300
M- 2a
112.00
0.03
0.00
1.27
1.44
1.29
P-1300
J- 21
M- 3a
154.00
0.06
0.01
1.75
2.62
2.32
P-1400
J-400
M- 5
182.00
0.15
0.01
2.07
3.40
3.16
P-1500
J-401
FH-10
0.00
0.00
0.00
0.00
0.00
0.00
P-1600
J-402
M- 7
172.00
0.08
0.01
1.95
3.20
2.85
P-1700
J-403
M- 6
182.00
0.15
0.01
2.07
3.40
3.16
P-1800
J-404
FH-11
0.00
0.00
0.00
0.00
0.00
0.00
E N D N O D E R E S U L T S
NODE
NODE
EXTERNAL
HYDRAULIC
NODE
PRESSURE
NODE
NAME
TITLE
DEMAND
GRADE
ELEVATION
HEAD
PRESSURE
(gpm)
(ft)
(ft)
(ft)
(psi)
-- ----------------------------------------------------------------------
FH-1
0.00
509.82
328..50
181.32
78.57
FH-10
0.00
524.21
323.30
200.91
87.06
FH-11
0.00
519.10
321.30
197.80
85.72
FH-2
0.00
509.97
325.00
184.97
80.16
FH-3
0.00
520.47
325.00
195.47
84.70
FH-4
0.00
531.08
324.60
206.48
89.48
FH-5
144.00
510.52
325.40
185.12
80.22
FH-6
84.00
510.55
322.80
187.75
81.36
FH-7
0.00
516.46
322.00
194.46
84.27
FH-B
0.00
509.78
325.30
184.48
79.94
FH-9
1331.00
501.63
324.30
177.33
76.84
J- 1
0.00
510.68
322.50
188.18
81.54
J- 2
Connection w
0.00
509.82
329.00
180.82
78.35
J- 3
Ste. 0+00: W
44.49
532.49
334.00
198.49
86.01
J- 4
W2 Connectio
0.00
533.50
333.50
200.00
86.67
J- 5
Ste. 0+35: W
148.51
532.40
335.00
197.40
85.54
J- 6
0.00
534.00
J- 7
W1 Connectio
0.00
533.77
336.50
197.27
85.48
J- 8
Sta. 11+20:
393.56
511.17
332.00
179.17
77.64
J- 10
Ste. 12+15:
1453.44
509.71
329.50
180.21
78.09
J- 21
0.00
509.79
323.40
186.39
60.77
J-100
0.00
509.82
329.50
180.32
78.14
J-101
0.00
509.84
328.00
181.84
78.80
J-102
0.00
509.97
327.20
182.77
79.20
J-103
0.00
510.05
326.00
184.05
79.75
J-104
0.00
520.47
325.10
195.37
84.66
J-105
0.00
528.55
324.90
203.65
88.25
J-106
0.00
531.08
324.20
206.88
69.65
J-200
0.00
510.56
321.30
1H9.26
82.01
J-201
0.00
510.51
318.10
192.41
83.38
J-202
106.00
510.58
316.00
194.58
84.32
J-203
7.00
516.46
317.10
199.36
86.39
J-300
0.00
509.75
325.50
1H4.25
79.84
J-400
0.00
525.11
323.70
201.41
87.28
J-401
0.00
524.21
322.70
201.51
87.32
J-402
0.00
521.59
322.50
199.09
86.27
J-403
0.00
520.03
321.50
198.53
86.03
J-404
0.00
519.10
320.60
198.50
86.02
M- 5
182.00
524.95
324.00
200.95
87.08
M- 6
182.00
519.87
322.00
197.87
85.74
M- 7
172.00
521.50
323.00
198.50
86.01
FIRE
FLOW SCENARIO
#9
M- 2a
112.00
509.71
326.00
183.71
79.61
M- 3a
154.00
509.72
323.50
186.22
80.69
R- 1
Supply from ----
534.00
336.50
197.50
85.5E
R- 3
----
534.00
324.00
210.00
91.00
S U
M M A R Y O
F I N F
L O W S A
N D O
U T
F L O
W S
(+)
INFLOWS INTO
THE SYSTEM
FROM SUPPLY
NODES
(-)
OUTFLOWS FROM
THE SYSTEM INTO SUPPLY NODES
NODE
FLOWRATE
NODE
NAME
(gpm)
TITLE
--------------------------------------------
R- 1
2197.35
Supply from
R- 3
2318.65
NET
SYSTEM INFLOW
= 4516.00
NET
SYSTEM OUTFLOW = 0.00
NET
SYSTEM DEMAND
= 4516.00
***** HYDRAULIC ANALYSIS COMPLETED *****
FIRE FLOW SCENARIO N9
Ill ��S�PdL•���� /T7GIiiL7
* * * * * * * * * * K Y P I P E 4
x x
* University of Kentucky Network Modeling Software
x +
* Copyrighted by KYPIPE LLC
* Version 3 - 11/01/2005
* x
+* x x x x x x x x x x x+ x x x x**** x x x x x x x
Date & Time: Wed Feb 23 17:31:13 2011
INPUT DATA FILENAME --- C:\Users\User\RME\Projects\178-
04-1\ENGINE-1\WATERA-1\0418W1RA.DT2
TABULATED OUTPUT FILENAME -------- C:\Users\user\RME\Projects\178-
04-1\ENGINE-1\WATERA-1\0418W1RA.OT2
POSTPROCESSOR RESULTS FILENAME --- C:\Users\user\RME\Projects\178-
04-1\ENGINE-1\WATERA-1\0418W1RA.RS2
x xxxxxxxxxxxx*+xx++*+xx**+xxxxxxxxxxxxxxx+xxxx*x
S U M M A R Y O F O R I G I N A L D A T A
x xxxxxxxxxxxxxxxx+xxxxxxxxxxxxxxxxxxxxxxx+*x*x+x
U N I T S S P E C I F I E D
FLOWRATE ............ = gallons/minute
HEAD (HGL) .......... = feet
PRESSURE ............ = psig
P I P E L I N E D A T A
STATUS CODE: XX -CLOSED PIPE CV -CHECK VALVE
P I
P E
NODE
NAMES
LENGTH
DIAMETER
ROUGHNESS
MINOR
N A
M E
#1
#2
(ft)
(in)
COEFF.
LOSS
COEFF.
P-
1
R- 1
----------------------------------------------------
J- 7
42.00
16.00
123.7472
0.57
P-
2
R- 1
J- 6
2850.00
18.00
130.0000
2.01
P-
3
J- 4
J- 3
14.00
8.00
130.0000
0.74
P-
4
J- 3
J- 5
95.00
8.00
130.0000
2.41
P-
5
J- 3
J- 8
1120.00
8.00
130.0000
1.54
P-
6
J- 7
J- 4
279.00
16.00
123.7472
0.00
P-
7
J- 7
J- 10
1215.00
8.00
130.0000
2.46
P-
8
J- 8
17- 1
110.68
6.00
130.0000
0.00
P-
9
J- 6
R- 3
78.90
8.00
130.0000
0.57
P-
10
1- 10
J- 8
425.00
8.00
130.0000
1.54
P-
ll
J- 10
J- 2
214.00
6.00
130.0000
0.92
P-
34
J-203
FH-7
134.00
6.00
130.0000
0.74
P-
100
J- 2
J-100
44.56
8.00
130.0000
0.57
P-
101
J-100
J-101
121.13
8.00
130.0000
0.57
P-
102
J-101
J-102
277.50
8.00
130.0000
0.57
P-
103
J-102
J-103
148.95
8.00
130.0000
0.57
P-
104
J-103
J-104
259.03
8.00
130.0000
0.57
P-
105
J-104
J-105
196.32
8.00
130.0000
0.57
P-
106
J-105
J-106
178.40
12.00
130.0000
0.57
P-
107
J-106
R- 3
178.79
12.00
130.0000
1.14
P-
200
J- 1
J-200
93.08
8.00
130.0000
0.57
P-
201
J-200
J-201
276.84
8.00
130.0000
0.57
P-
202
J-201
J-202
197.03
8.00
130.0000
0.57
P-
203
J-202
J-203
690.04
6.00
130.0000
0.57
P-
300
J-101
J-300
140.80
6.00
130.0000
0.17
P-
301
J-300
FH-8
136.72
6.00
130.0000
0.57
P-
302
FH-8
J- 21
68.54
6.00
130.0000
0.00
P-
303
J- 21
J-201
131.94
6.00
130.0000
3.57
FIRE FLOW SCENARIO #10
P- 400
J-103
FH-9
232.11
8.00
130.0000
1.09
P- 500
J-105
J-400
147.04
8.00
130.0000
3.17
P- 501
J-400
J-401
84.96
8.00
130.0000
0.57
P- 502
J-401
J-402
60.03
6.00
130.0000
0.57
P- 503
J-402
J-403
63.06
6.00
130.0000
0.57
P- 504
J-403
J-404
92.89
6.00
130.0000
0.57
P- 505
J-404
J-203
150.50
6.00
130.0000
6.74
P- 600
J-100
FH-1
26.68
6.00
130.0000
0.34
P- 700
J-102
FH-2
26.54
6.00
130.0000
0.34
P- 800
J-104
FH-3
26.57
6.00
130.0000
0.34
P- 900
J-106
FH-4
49.59
6.00
130.0000
0.34
P-1000
J-200
FH-5
66.38
8.00
130.0000
0.34
P-1100
J-202
FH-6
30.43
6.00
130.0000
0.34
P-1200
J-300
M- 2a
27.00
6.00
130.0000
0.17
P-1300
J- 21
M- 3a
27.00
6.00
130.0000
0.17
P-1400
J-400
M- 5
46.50
6.00
130.0000
0.17
P-1500
J-401
FH-10
31.79
6.00
130.0000
0.17
P-1600
J-402
M- 7
28.50
6.00
130.0000
0.17
P-1700
J-403
M- 6
46.50
6.00
130.0000
0.17
P-1800
J-404
FH-11
31.55
6.00
130.0000
0.17
E N D N O D E D A T A
NODE
NODE
EXTERNAL
JUNCTION
EXTERNAL
NAME
TITLE
DEMAND
ELEVATION
GRADE
(gpm)
(£t)
(ft)
---------------------------------------------------
FH-1
0.00
328.50
FH-10
875.00
323.30
FH-11
0.00
321.30
FH-2
0.00
325.00
FH-3
0.00
325.00
FH-4
0.00
324.60
FH-5
144.00
325.40
FH-6
84.00
322.80
FH-7
0.00
322.00
FH-8
0.00
325.30
FH-9
56.00
324.30
J- 1
0.00
322.50
J- 2
Connection w
0.00
329.00
J- 3
Sta. 0+00: W
44.49
334.00
J- 4
W2 Connectio
0.00
333.50
J- 5
Sta. 0+35: W
148.51
335.00
J- 6
0.00
0.00
J- 7
W1 Connectio
0.00
336.50
J- 8
Sta. 11+20:
393.56
332.00
J- 10
Sta. 12+15:
1453.44
329.50
J- 21
0.00
323.40
J-100
0.00
329.50
J-101
0.00
328.00
J-102
0.00
327.20
J-103
0.00
326.00
J-104
0.00
325.10
J-105
0.00
324.90
J-106
0.00
324.20
J-200
0.00
321.30
J-201
0.00
318.10
J-202
108.00
316.00
J-203
7.00
317.10
J-300
0.00
325.50
J-400
0.00
323.70
J-401
0.00
322.70
J-402
0.00
322.50
J-403
0.00
321.50
J-404
0.00
320.60
M- 5
182.00
324.00
M- 6
182.00
322.00
M- 7
322.00
323.00
M- 2a
M- 3a
R- 1 Supply from
R- 3
FIRE FLOW SCENARIO #10
112.00 326.00
154.00 323.50
---- 336.50 534.00
---- 324.00 534.00
O U T P U T O P T I O N D A T A
OUTPUT SELECTION: ALL RESULTS ARE INCLUDED IN THE TABULATED OUTPUT
S Y S T E M
C O N F I G U R A T I
O N
NUMBER
OF
PIPES ...................(p)
48
NUMBER
OF
END NODES ...............(j)
=
43
NUMBER
OF
PRIMARY LOOPS ...........(1)
=
4
NUMBER
OF
SUPPLY NODES ............(f)
=
2
NUMBER
OF
SUPPLY ZONES ............(z)
=
1
Case: 0
RESULTS OBTAINED AFTER 11 TRIALS: ACCURACY = 0.00009
S I M U L A T I O N D E S C R I P T I O N (L A B E L)
Callaway Villa Apartments
P I P E L I N E R E S U L T S
STATUS CODE: XX -CLOSED PIPE CV -CHECK VALVE
P I
P E
NODE
NUMBERS
FLOWRATE
HEAD
MINOR
LINE
HL+ML/
HL/
N A
M E
#1
#2
LOSS
LOSS
VELD.
1000
1000
(gpm)
(it)
(ft)
-----------------------------
(ft/s)
(ft/ft)
(ft/ft)
P-
1
R- 1
J- 7
1966.41
0.10
0.09
3.14
4.47
2.39
P-
2
R- 1
J- 6
0.52
0.00
0.00
0.00
0.00
0.00
P-
3
J- 4
J- 3
1083.18
0.30
0.55
6.91
60.40
21.1E
P-
4
J- 3
J- 5
148.51
0.05
0.03
0.95
0.89
0.53
P-
5
J- 3
J- 8
890.18
16.49
0.77
5.68
15.42
14.73
P-
6
J- 7
J- 4
1083.18
0.22
0.00
1.73
0.79
0.79
P-
7
J- 7
J- 10
883.23
17.64
1.21
5.64
15.51
14.52
P-
8
J- 8
J- 1
276.93
0.76
0.00
3.14
6.88
6.88
P-
9
J- 6
R- 3
0.52
0.00
0.00
0.00
0.00
0.00
P-
10
J- 8
1- 10
219.70
0.47
0.05
1.40
1.21
1.10
P-
11
J- 2
J- 10
350.52
2.28
0.23
3.98
11.70
10.64
P-
34
J-203
FH-7
0.00
0.00
0.00
0.00
0.00
0.00
P-
100
J-100
J- 2
350.52
0.12
0.04
2.24
3.62
2.62
P-
101
0-101
J-100
350.52
0.32
0.04
2.24
2.99
2.62
P-
102
0-102
0-101
735.51
2.87
0.20
4.69
11.05
10.34
P-
103
J-103
J-102
735.51
1.54
0.20
4.69
11.65
10.34
P-
104
J-104
J-103
791.51
3.07
0.23
5.05
12.72
11.85
P-
105
J-105
J-104
791.51
2.33
0.23
5.05
13.00
11.85
P-
106
J-106
J-105
2299.59
2.11
0.38
6.52
13.97
11.86
P-
107
R- 3
J-106
2299.59
2.12
0.75
6.52
16.07
11.86
P-
200
J- 1
J-200
276.93
0.16
0.03
1.77
1.99
1.69
P-
201
J-200
J-201
132.93
0.12
0.01
0.85
0.46
0.44
P-
202
J-201
J-202
251.92
0.28
0.02
1.61
1.54
1.42
P-
203
J-202
J-203
59.92
0.28
0.00
0.68
0.41
0.40
P-
300
J-101
0-300
384.99
1.78
0.05
4.37
13.02
12.66
P-
301
J-300
FH-8
272.99
0.92
0.08
3.10
7.32
6.70
P-
302
FH-8
J- 21
272.99
0.46
0.00
3.10
6.70
6.70
FIRE FLOW SCENARIO #10
P- 303
J- 21
J-201
118.99
0.19
0.10
1.35
2.20
1.44
P- 400
J-103
FH-9
56.00
0.02
0.00
0.36
0.10
0.09
P- 500
J-105
J-400
1508.08
5.75
4.56
9.63
70.11
39.10
P- 501
J-400
J-401
1326.08
2.62
0.63
8.46
38.27
30.81
P- 502
J-401
J-402
451.08
1.02
0.23
5.12
20.84
16.98
P- 503
J-402
J-403
129.08
0.11
0.02
1.46
1.97
1.67
P- 504
J-404
J-403
52.92
0.03
0.00
0.60
0.36
0.32
P- 505
J-203
J-404
52.92
0.05
0.04
0.60
0.57
0.32
P- 600
J-100
FH-1
0.00
0.00
0.00
0.00
0.00
0.00
P- 700
J-102
FH-2
0.00
0.00
0.00
0.00
0.00
0.00
P- 800
J-104
FH-3
0.00
0.00
0.00
0.00
0.00
0.00
P- 900
J-106
FH-4
0.00
0.00
0.00
0.00
0.00
0.00
P-1000
J-200
FH-5
144.00
0.03
0.00
0.92
0.57
0.50
P-1100
J-202
FH-6
64.00
0.02
0.00
0.95
0.91
0.75
P-1200
J-300
M- 2a
112.00
0.03
0.00
1.27
1.44
1.29
P-1300
J- 21
M- 3a
154.00
0.06
0.01
1.75
2.62
2..32
P-1400
J-400
M- 5
182.00
0.15
0.01
2.07
3.40
3.16
P-1500
J-401
FH-10
875.00
1.84
0.26
9.93
66.09
57.91
P-1600
J-402
M- 7
322.00
0.26
0.04
3.65
10.33
9.09
P-1700
J-403
M- 6
182.00
0.15
0.01
2.07
3.40
3.16
P-1800
J-404
FH-11
0.00
0.00
0.00
0.00
0.00
0.00
E N D N O D E R E S U L T S
NODE
NODE
EXTERNAL
HYDRAULIC
NODE
PRESSURE
NODE
NAME
TITLE.
DEMAND
GRADE
ELEVATION
HEAD
PRESSURE
(gpm)
(£t)
(ft)
-'
(ft)
---
(psi)
-----------------------
FH-1
0.00
-
517.63
328.50
189.13
81.95
FH-10
875.00
512.97
323.30
189.67
82.19
FH-11
0.00
513.73
321.30
192.43
83.39
FH-2
0.00
521.05
325.00
196.05
84.96
FH-3
0.00
526.08
325.00
201.08
87.14
FH-4
0.00
531.13
324.60
206.53
89_50
FH-5
144.00
514.49
325.40
189.09
81.94
FH-6
84.00
514.07
322.80
191.27
82.89
FH-7
0.00
513.82
322.00
191.82
83.12
FH-B
0.00
515.16
325.30
189.86
82.27
FH-9
56.00
522.77
324.30
198.47
86.00
J- 1
0.00
514.72
322.50
192.22
83.29
J- 2
Connection w
0.00
517.47
329.00
188.47
81.67
J- 3
Sta. 0+00: W
44.49
532.75
334.00
198.75
86.12
J- 4
W2 Connectio
0.00
533.59
333.50
200.09
86.71
J- 5
Sta. 0+35: W
148.51
532.66
335.00
197.66
85.65
J- 6
0.00
534.00
J- 7
W1 Connectio
0.00
533.81
336.50
197.31
85.50
J- 8
Sta. 11+20:
393.56
515.48
332.00
183.48
79.51
J- 10
Sta. 12+15:
1453.44
514.96
329.50
185.46
80.37
J- 21
0.00
514.70
323.40
191.30
82.90
J-100
0.00
517.63
329.50
188.13
81.52
J-101
0.00
517.99
328.00
189.99
82.33
J-102
0.00
521.05
327.20
193.85
84.00
J-103
0.00
522•.79
326.00
196.79
65.28
J-104
0.00
526.08
325.10
200.96
87.09
J-105
0.00
528.64
324.90
203.74
88.29
J-106
0.00
531.13
324.20
206.93
89.67
J-200
0.00
514.53
321.30
193.23
83.73
J-201
0.00
514.41
318.10
196.31
85.07
J-202
108.00
514.10
316.00
198.10
85.84
J-203
7.00
513.82
317.10
196.72
85.25
J-300
0.00
516.16
325.50
190.66
82.62
J-400
0.00
518.33
323.70
194.63
84.34
J-401
0.00
515.08
322.70
192.38
83.36
J-402
0.00
513.83
322.50
191.33
82.91
J-403
0.00
513.70
321.50
192.20
83.29
J-404
0.00
513.73
320.60
193.13
83.69
M- 5
182.00
518.17
324.00
194.17
84.14
M- 6
182.00
513.54
322.00
191.54
83.00
M- 7
322.00
513.53
323.00
190.53
82.56
FIRE FLOW SCENARIO #10
M- 2a 112.00 516.12 326.00 190.12 82.38
M- 3a 154.00 514.63 323.50 191.13 82.82
R- 1 Supply from ---- 534.00 336.50 197.50 85.58
R- 3 ---- 534.00 324.00 210.00 91.00
S U M M A R Y O F I N F L O W S A N D O U T F L O W S
(+) INFLOWS INTO THE SYSTEM FROM SUPPLY NODES
(-) OUTFLOWS FROM THE SYSTEM INTO SUPPLY NODES
NODE FLOWRATE NODE
NAME (gpm) TITLE
--------------------------------------------
R- 1 1966.93 Supply from
R- 3 2299.07
NET SYSTEM INFLOW = 4266.00
NET SYSTEM OUTFLOW = 0.00
NET SYSTEM DEMAND = 4266.00
***** HYDRAULIC ANALYSIS COMPLETED *****
FIRE FLOW SCENARIO #10
FIRE FLOW SCENARIO #11
* * * * * * * * * * K Y P I P E 4
* University of Kentucky Network Modeling Software
* Copyrighted by KYPIPE LLC
* Version 3 - 11/01/2005
Date 6 Time: Wed Feb 23 17:34:01 2011
INPUT DATA FILENAME -------------- C:\Users\user\RME\Projects\178-
04-1\ENGINE-1\WATERA-1\0418WIRA.DT2
TABULATED OUTPUT FILENAME -------- C:\Users\user\RME\Projects\178-
04--1\ENGINE-1\WATERA-1\0418W1RA.OT2
POSTPROCESSOR RESULTS FILENAME --- C:\Users\user\RME\Projects\178-
04-1\ENGINE-1\WATERA-1\0418W1RA.RS2
S U M M A R Y O F O R I G I N A L D A T A
U N I T S S P E C I F I E D
FLOWRATE ............ = gallons/minute
HEAD (HGL) .......... = feet
PRESSURE ............ = psig
P I P E L I N E D A T A
STATUS CODE:
XX -CLOSED
PIPE
CV -CHECK VALVE
P I
P E
NODE
NAMES
LENGTH
DIAMETER
ROUGHNESS
MINOR
N A
M E
#1
#2
(ft)
(in)
COEFF.
LOSS
COEFF.
-------------------------------------------------------------------------------
P-
1
R- 1
J- 7
42.00
16.00
123.7472
0.57
P-
2
R- 1
J- 6
2850.00
18.00
130.0000
2.01
P-
3
J- 4
J- 3
14.00
8.00
130.0000
0.74
P-
4
J- 3
J- 5
95.00
8.00
130.0000
2.41
P-
5
J- 3
J- 8
1120.00
8.00
130.0000
1.54
P-
6
J- 7
J- 4
279.00
16.00
123.7472
0.00
P-
7
J- 7
J- 10
1215.00
8.00
130.0000
2.46
P-
8
J- 8
J- 1
110.68
6.00
130.0000
0.00
P-
9
J- 6
R- 3
78.90
8.00
130.0000
0.57
P-
10
1- 10
J- 8
425.00
8.00
130.0000
1.54
P-
ll
J- 10
J- 2
214.00
6.00
130.0000
0.92
P-
34
J-203
FH-7
134.00
6.00
130.0000
0.74
P-
100
J- 2
J-100
44.56
8.00
130.0000
0.57
P-
101
J-100
J-101
121.13
8.00
130.0000
0.57
P-
102
J-101
J-102
277.50
8.00
130.0000
0.57
P-
103
J-102
J-103
148.95
8.00
130.0000
0.57
P-
104
J-103
J-104
259.03
8.00
130.0000
0.57
P-
105
J-104
J-105
196.32
8.00
130.0000
0.57
P-
106
J-105
J-106
178.40
12.00
130.0000
0.57
P-
107
J-106
R- 3
178.79
12.00
130.0000
1.14
P-
200
J- 1
J-200
93.08
8.00
130.0000
0.57
P-
201
J-200
J-201
276.84
8.00
130.0000
0.57
P-
202
J-201
J-202
197.03
8.00
130.0000
0.57
P-
203
J-202
J-203
690.04
6.00
130.0000
0.57
P-
300
J-101
J-300
140.80
6.00
130.0000
0.17
P-
301
J-300
FH-8
136.72
6.00
130.0000
0.57
P-
302
FH-8
J- 21
68.54
6.00
130.0000
0.00
P-
303
J- 21
J-201
131.94
6.00
130.0000
3.57
FIRE FLOW SCENARIO #11
P- 400
J-103
FH-9
232.11
8.00
130.0000
1.09
P- 500
J-105
J-400
147.04
8.00
130.0000
3.17
P- 501
J-400
J-401
84.96
8.00
130.0000
0.57
P- 502
J-401
J-402
60.03
6.00
130.0000
0.57
P- 503
J-402
J-403
63.06
6.00
130.0000
0.57
P- 504
J-403
J-404
92.89
6.00
130.0000
0.57
P- 505
J-404
J-203
150.50
6.00
130.0000
6.74
P- 600
J-100
FH-1
26.68
6.00
130.0000
0.34
P- 700
J-102
FH-2
26.54
6.00
130.0000
0.34
P- 800
J-104
FH-3
26.57
6.00
130.0000
0.34
P- 900
J-106
FH-4
49.59
6.00
130.0000
0.34
P-1000
J-200
FH-5
66.38
8.00
130.0000
0.34
P-1100
J-202
FH-6
30.43
6.00
130.0000
0.34
P-1200
J-300
M- 2a
27.00
6.00
130.0000
0.17
P-1300
J- 21
M- 3a
27.00
6.00
130.0000
0.17
P-1400
J-400
M- 5
46.50
6.00
130.0000
0.17
P-1500
J-401
FH-10
31.79
6.00
130.0000
0.17
P-1600
J-402
M- 7
28.50
6.00
130.0000
0.17
P-1700
J-403
M- 6
46.50
6.00
130.0000
0.17
P-1800
J-404
FH-11
31.55
6.00
130.0000
0.17
E N D N O D E D A T A
NODE
NODE
EXTERNAL
JUNCTION
EXTERNAL
NAME
TITLE
DEMAND
ELEVATION
GRADE
(gpm)
(ft)
(ft)
-----------------------------------------------------------
FH-1
0.00
328.50
FH-10
0.00
323.30
FH-11
875.00
321.30
FH-2
0.00
325.00
FH-3
0.00
325.00
FH-4
0.00
324.60
FH-5
144.00
325.40
FH-6
84.00
322.80
FH-7
0.00
322.00
FH-8
0.00
325.30
FH-9
56.00
324.30
J- 1
0.00
322.50
J- 2
Connection w
0.00
329.00
J- 3
Sta. 0+00: W
44.49
334.00
J- 4
W2 Connectio
0.00
333.50
J- 5
Sta. 0+35: W
148.51
335.00
J- 6
0.00
0.00
J- 7
W1 Connectio
0.00
336.50
J- 8
Sta. 11+20:
393.56
332.00
J- 10
Sta. 12+15:
1453.44
329.50
J- 21
0.00
323.40
J-100
0.00
329.50
J-101
0.00
328.00
J-102
0.00
327.20
J-103
0.00
326.00
J-104
0.00
325.10
J-105
0.00
324.90
J-106
0.00
324.20
J-200
0.00
321.30
J-201
0.00
318.10
J-202
108.00
316.00
J-203
7.00
317.10
J-300
0.00
325.50
J-400
0.00
323.70
J-401
0.00
322.70
J-402
0.00
322.50
J-403
0.00
321.50
J-404
0.00
320.60
M- 5
182.00
324.00
M- 6
332.00
322.00
M- 7
172.00
323.00
M- 2a
M- 3a
R- 1 Supply from
R- 3
FIRE FLOW SCENARIO #11
112.00 326.00
154.00 323.50
---- 336.50 534.00
---- 324.00 534.00
O U T P U T O P T I O N D A T A
OUTPUT SELECTION: ALL RESULTS ARE INCLUDED IN THE TABULATED OUTPUT
S Y S T E M
C O N F I G U R A T I
O N
NUMBER
OF
PIPES ...................(P)
= 48
NUMBER
OF
END NODES ...............(j)
= 43
NUMBER
OF
PRIMARY LOOPS ...........(1)
= 4
NUMBER
OF
SUPPLY NODES ............(f)
= 2
NUMBER
OF
SUPPLY ZONES ............(Z)
= 1
Case: 0
RESULTS OBTAINED AFTER 11 TRIALS: ACCURACY = 0.00008
S I M U L A T I O N D E S C R I P T I O N (L A B E L)
Callaway Villa Apartments
P I P E L I N E
STATUS CODE:
P I P E
N A M E
R E S U L T S
XX -CLOSED PIPE
NODE NUMBERS
#1 #2
----------------------------------
P_
1
R- 1
J- 7
P-
2
R- 1
J- 6
P-
3
J- 4
J- 3
P-
4
J- 3
J- 5
P-
5
J- 3
J- 8
P-
6
J- 7
J- 4
P-
7
J- 7
J- 10
P-
8
J- 8
J- 1
P-
9
J- 6
R- 3
P-
10
J- 8
J- 10
P-
ll
J- 2
J- 10
P-
34
J-203
FH-7
P-
100
J-100
J- 2
P-
101
J-101
J-100
P-
102
J-102
J-101
P-
103
J-103
J-102
P-
104
J-104
J-103
P-
105
J-105
J-104
P-
106
J-106
J-105
P-
107
R- 3
J-106
P-
200
J- 1
J-200
P-
201
J-200
J-201
P-
202
J-201
J-202
P-
203
J-202
J-203
P-
300
J-101
J-300
P-
301
J-300
FH-8
P-
302
FH-8
J- 21
CV -CHECK VALVE
FLOWRATE
(9pm)
2082.02
0.52
1145.52
148.51
952.52
1145.52
936.50
409.64
0.52
149.32
367.62
0.00
367.62
367.62
823.99
823.99
879.99
879.99
2183.98
2183.98
409.64
265.64
456.01
264.01
456.37
344.37
344.37
HEAD MINOR LINE HL+ML/
LOSS LOSS VELD. 1000
(ft) (ft) (ft/s) (ft/ft)
----------------------------
0.11 0.10 3.32 4.99
0.00 0.00 0.00 0.00
0.33 0.61 7.31 67.36
0.05 0.03 0.95 0.89
18.70 0.88 6.08 17.48
0.25 0.00 1.83 0.88
19.66 1.36 5.98 17.30
1.57 0.00 4.65 14.20
0.00 0.00 0.00 0.00
0.23 0.02 0.95 0.59
2.49 0.25 4.17 12.78
0.00 0.00 0.00 0.00
0.13 0.05 2.35 3.96
0.35 0.05 2.35 3.27
3.54 0.24 5.26 13.65
1.90 0.24 5.26 14.41
3.73 0.28 5.62 15.49
2.83 0.28 5.62 15.84
1.92 0.34 6.20 12.68
1.93 0.68 6.20 14.57
0.33 0.06 2.61 4.15
0.43 0.03 1.70 1.66
0.84 0.07 2.91 4.65
4.34 0.08 3.00 6.41
2.44 0.07 5.18 17.85
1.41 0.14 3.91 11.29
0.71 0.00 3.91 10.30
HL/
1000
(ft/ft)
2.66
0.00
23.49
0.53
16.69
0.88
16.18
14.20
0.00
0.54
11.62
0.00
2.86
2.86
12.76
12.76
14.42
14.42
10.77
10.77
3.50
1.57
4.27
6.29
17.35
10.30
10.30
FIRE FLOW SCENARIO #11
P- 303
J- 21
J-201
190.37
0.45
0.26
2.16
5.40
3.44
P- 400
J-103
FH-9
56.00
0.02
0.00
0.36
0.10
0.09
P- 500
J-105
J-400
1303.99
4.39
3.41
8.32
53.05
29.87
P- 501
J-400
J-401
1121.99
1.92
0.45
7.16
27.95
22.61
P- 502
J-401
J-402
1121.99
5.51
1.43
12.73
115.67
91.77
P- 503
J-402
J-403
949.99
4.25
1.03
10.78
83.74
67.43
P- 504
J-403
J-404
617.99
2.82
0.44
7.01
35.10
30.41
P- 505
J-203
J-404
257.01
0.90
0.89
2.92
11.90
5.99
P- 600
J-100
FH-1
0.00
0.00
0.00
0.00
0.00
0.00
P- 700
J-102
FH-2
0.00
0.00
0.00
0.00
0.00
0.00
P- 800
J-104
FH-3
0,00
0.00
0.00
0.00
0.00
0.00
P- 900
J-106
FH-4
0.00
0.00
0.00
0.00
0.00
0.00
P-1000
J-200
FH-5
144.00
0.03
0.00
0.92
0.57
0.50
P-1100
J-202
FH-6
84.00
0.02
0.00
0.95
0.91
0.75
P-1200
J-300
M- 2a
112.00
0.03
0.00
1.27
1.44
1.29
P-1300
J- 21
M- 3a
154.00
0.06
0.01
1.75
2.62
2.32
P-1400
3-400
M- 5
182.00
0.15
0.01
2.07
3.40
3.16
P-1500
J-401
FH-10
0.00
0.00
0.00
0.00
0.00
0.00
P-1600
J-402
M- 7
172.00
0.08
0.01
1.95
3.20
2.85
P-1700
J-403
M- 6
332.00
0.45
0.04
3.77
10.43
9.62
P-1800
J-404
FH-11
875.00
1.83
0.26
9.93
66.15
57.91
E N D N O D E R E S U L T S
NODE
NODE
EXTERNAL
HYDRAULIC
NODE
PRESSURE
NODE
NAME
TITLE
DEMAND
GRADE
ELEVATION
HEAD
PRESSURE
(gpm)
(ft)
(ft)
(ft)
(psi)
_
FH-1
-----------------------------------------------
0.00
515.68
328.50
187,18
81.11
FH-10
0.00
518.96
323.30
195.66
84.78
FH-I1
875.00
501..39
321.30
180.09
78.04
FH-2
0.00
519.86
325.00
194.86
84.44
FH-3
0.00
526.02
325.00
201.02
87.11
FH-4
0.00
531.39
324.60
206.79
89.61
FH-5
144.00
511.02
325.40
185.62
80.44
FH-6
84.00
509.66
322.80
186.86
80.97
FH-7
0.00
505.26
322.00
183.26
79.41
FH-8
0.00
512.02
325.30
186.72
80.91
FH-9
56.00
521.99
324.30
197.69
85.66
J- 1
0.00
511.45
322.50
188.95
81.88
J- 2
Connection w
0.00
515.51
329.00
186.51
80.82
J- 3
Sta. 0+00: W
44.49
532.60
334.00
198.60
86.06
J- 4
W2 Connectio
0.00
533.54
333.50
200.04
06.69
J- 5
Sta. 0+35: W
148.51
532.52
335.00
197.52
85.59
J- 6
0.00
534.00
J- 7
W1 Connectio
0.00
533.79
336.50
197.29
85.49
J- 8
Sta. 11+20:
393.56
513.02
332.00
181.02
78.44
J- 10
Sta. 12+15:
1453.44
512.77
329.50
183.27
79.42
J- 21
0.00
511.32
323.40
187.92
01.43
J-100
0.00
515.68
329.50
186.18
80.68
J-101
0.00
516.08
328.00
188.08
81.50
J-102
0.00
519.86
327.20
192.66.
83.49
J-103
0.00
522.01
326.00
196.01
84.94
J-104
0.00
526.02
325.10
200.92
87.07
J-105
0.00
529.13
324.90
204.23
88.50
J-106
0.00
531.39
324.20
207.19
89.78
J-200
0.00
511.06
321.30
189.76
82.23
J-201
0.00
510.60
318.10
192.50
83.42
J-202
108.00
509.69
316.00
193.69
83.93
J-203
7.00
505.26
317.10
188.16
81.54
J-300
0.00
513.56
325.50
188.06
81.49
J-400
0.00
521.33
323.70
197.63
85.64
J-401
0.00
518.96
322.70
196.26
85.04
J-402
0.00
512.01
322.50
189.51
82.12
J-403
0.00
506.73
321.50
185.23
80.27
J-404
0.00
503.47
320.60
182.87
79.24
M- 5
182.00
521.17
324.00
197.17
85.44
M- 6
332.00
506.25
322.00
184.25
79.84
M- 7
172.00
511.92
323.00
188'.92
81.87
FIRE
FLOW SCENARIO #11
M- 2a
112.00
513.52
326.00
187.52
81.26
M- 3a
154.00
511.24
323.50
187.74
81.36
R- 1
Supply from
----
534.00
336.50
197.50
85.58
R- 3
----
534.00
324.00
210.00
91.00
S U
M M A R Y O
F I N F
L O W S A
N D O
U T
F L O
W S
(+)
INFLOWS INTO THE SYSTEM
FROM SUPPLY
NODES
(-)
OUTFLOWS FROM
THE SYSTEM
INTO SUPPLY
NODES
NODE
FLOWRATE
NODE
NAME
(gpm)
TITLE
--------------------------------------------
R- 1
2082.54
Supply
from
R- 3
2183.46
NET
SYSTEM INFLOW
= 4266.00
NET
SYSTEM OUTFLOW = 0.00
NET
SYSTEM DEMAND
= 4266.00
***** HYDRAULIC ANALYSIS COMPLETED *****
FIRE FLOW SCENARIO #11
Section 3.0
SANITARY SEWER IMPROVEMENTS
dp C Is' WATER ONE LOWERING: STA. 4+86.47 SANITARY SEWER LINE "51'
E o g 4-15° (MJ) 45- BENDS 4'0 STANDARD MANHOLE N2
350 S.F. OF CONCRETE PATCH (SEE B/CS DETAIL 5T4-02) AND
RT.�270' 00' 00"
�
.^33' CFNGIT BEABNRO SAND BFOOWa �, 40 L.F. OF 18" DIP (W 250) APPROMNAIE LOCATION
BACNRLL NOTES, OF FpSTHC WAPUB
"
O
1. ALL NEW WATER ONE PIPE SHALL BE CONSTRUCTED WITH
ANSI/A LICENSED
1/ RCCP PRESSURE WARS 250 DUCTILE IRON PIPE.
EK4P M b 2. A LICENSED RCMP WELDERN/CONTRACTOR SHALL MAKE THE PHYSICAL CONNECTION .K/2 I'
RCCP wONE BETWEEN THE ED SEGMENT
RCCP F PI AND THE BE TESTEO LOWERED DIP LINE: EIEv, J
LOWERED IS'r 3. THE LOWERED SEGMENT OF PIPE SHALL BE IES1E0/INSPECTED/ACCEPTED PER TCEO /
DIP
4. B AN GUIDELINES ONCE INSTALLED.
4. ANY OUTAGES SHALL BE COORDINATED N11H THE CITY OF COLLEGE STATION AND /
PIPE 0 SANITARY DE AFFECTED WATER CUSTCONTRACTOR
SHALL
PIPE a CROSSING 5. THE CONTRACTOR SHALL SUBMIT TO THE TO EN CUTCOLLEGEOF STATION A TRAFFIC
RxER cR0swx4 CONTROL PLAN FOR RENEW & APPROVAL PRIOR i0 OPEN -CUT OF MAflION PUCH DRIVE.
QFTAII All AO' ROE I /
Ywlu:�•F+ (705/619) /
'S1' GJIdMUOIFJI 77STANDARD MANHOLE 11 /
• P. 3
ENSTN9 0' DP PUBUC REMOVE & REPLACE w/30 GAL. REMOVE & REPLACE w/W GAL, oAI
SANITARY SEWER ONE WTI ADS
L11'LIVE OAK (>2' CALIPER) UYE OAK (>2° CALIPER s{0NM RNER
(ism%eisj — — — — — — — — 1 _ — — B" PVC (SDR-25, / S
11L SANITARY SEWER NEE] J// TBLLPNaNE 6M1
vnuLw
1+00 RICO —( /
/
HOLLEMAN DRIVE WEST
(60' RIGHT-OF-WAY)
STOP!
P.P.4 �
/
wo
SrA. 4+6 to STA. 5+3:
SANITARY SEWER LINE "51"
STOODDSO
70 L.F. OF ROAD BORE (DRY)
I
\
w/18" STEEL ENCASEMENT (3/8'
VT
I
WALL 1HICKNESS) & 8" DIP (CL
♦ 250) LOCKING JOINT CARRIER PIPE
/ w/CASINO SPACERS & END SEALS
'
N0
e'
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V I
e43AE,c r an
/
STA, 5+62.13: SANITARY SEWER LINE 'S1'
M /
0
4'0 RECEIWNG
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O
/
\
FIC
PROPOSED
/
WATER LJNE 'WI'
/
SEE SHEET C2.2
\ /4
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'
L.P.
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(
PROPOSED
/
PRIVATE FORCEMAIN,
BENCHMARK DATA:
\
_SEE SHEET CI.JC
R.R. WINE W POMRPpL LOCATED W ME
CQUIEROf THE WIERSECTFN D I' MASON
P.
p ON ODIVE ORO ROAD.
(SIEV. - MLIW-NAD 83)
TAM AN, SWARE MISCUED w SOUMMST CORNEA
a
a OURB WLFT LOCAIED ON THE REST DOE of MISSION
oxEMARK
7
JJSiOf
HOLLEMANLDDWKD JJs7
TI LOCATED
DOff AN
MARK
MARK R
ITS INRASEC1RIONWLET
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(EIFV. - 324.18'-NAD BJ)
OINAAIE LOCARON
MU
NOTES
ONE
A NE
1. PETER 70 SNEE15 00.1 h 00.3 FOR CONSTRUCTOR
NOTES AND SPECIAL SPFgRCATCXS
CALL BEFORBYO- DL0 MPRONMAW LCCAVON //1 // ' 2. RERR 70 DUAL SHEET 03.8 FDA MISCELLANEOUS
T9.U3 QY$ COl SYSTL C£ EY.IsIIxO B' PUBHC // M1 _ LION DETAILS AND B/CS STANOMD DETAILS sNEE15
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1ER LW2V P.UE. f•N• MEET
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SANITARY SEWER LINE 'PSI" - PL VIEW -STA. 0+00 to END
sOALE: 1 sD
329
- -
-
6
-
x
329
326
via
-
326
323
= —
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SANITIA
RWNO
OF
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323
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320
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-
320
317
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-
317
'T
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—
314
—
—
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—
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9TA..+Bz
18'
-
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NESANITARY
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S) & B'
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IER PIPE
O SEALS
PTA.. 5+O
STA. 6+S
WATER UNE
F/L-316.89'
314
ii
"WI"
311
—
8' PVC (SDR-28, D30J4)—
SEWER UNE 'S1'
-
—
—
—
WATER UNE
F/L-315.25'
S A. +59 to
STA. 5
306
—
8' PVC (SOR-29,
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70 LF. OF ROAD BO
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308
305
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OFF: (979) R88-319b
fAR: (979) 6el-0W4
Rq DATE I DESMIPINW
90% COMPLETE
REVIEW ONLY
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2/23/11
PRELIMINARY
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RENEW UNDER THE AUTHORITY
OF MBON A METCALF, P.E.
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CLIENT
0 76 0416 1
C2m7
SHEET 24 OF 34
stmOutput
WinStorm (STORM DRAIN DESIGN)
PROJECT NAME 178
JOB NUMBER 0418
PROJECT DESCRIPTION : Luther Street Student Housing
DESIGN FREQUENCY 2 Years
MEASUREMENT UNITS: ENGLISH
OUTPUT FOR DESIGN FREQUENCY of: 2 Years
Runoff Computation for Design Frequency.
Version 3.05, Jan. 25, 2002
Run @ 3/1/2011 9:21:06 AM
ID C Value Area
Tc
Tc Used
Intensity
Supply Q
Total Q
(acre)
(min)
(min)
(in/hr)
(cfs)
(cfs)
-----------------------------------------------------------------------------
MH-3 0.0 0.00
-----------------------------------------------------------------------------
10.00
0.00
0.00
0.410
0.410
Cumulative Junction Discharge Computations
Node
Node
Weighted
Cumulat.
Cumulat.
Intens.
User
Additional
Total
I.D.
Type
C-Value
Dr.Area
Tc
Supply Q
Q in Node
Disch.
(acres)
(min)
(in/hr)
cfs)
(cfs)
(cfs)
---------------------------------------------------------------------------------
EX-MH
CircMh
0.000
0.00
10.00
6.33
0.410
0.00
0.410
MH-1
CircMh
0.000
0.00
10.00
6.33
0.410
0.00
0.410
MH-2
CircMh
0.000
0.00
10.00
6.33
0.410
0.00
0.410
MH-3
---------------------------------------------------------------------------------
CircMh
0.000
0.00
0.00
0.00
0.410
0.00
0.410
Conveyance Configuration Data
Run#
Node
I.D.
Flowline
Elev.
US
DS
US
DS
Shape
#
Span
Rise
Length
Slope
n_value
(ft)
(ft)
(ft)
(ft)
(ft)
(%)
----------------------------------------------------------------------------------
1
MH-1
EX-MH
317.89
316.88
Circ
1
0.00
0.67
306.21
0.33
0.012
2
MH-2
MH-1
318.52
317.99
Circ
1
0.00
0.67
160.26
0.33
0.012
3
----------------------------------------------------------------------------------
MH-3
MH-2
318.94
318.62
Circ
1
0.00
0.67
95.66
0.33
0.012
Conveyance Hydraulic Computations. Tailwater = 0.000 (ft)
Hydraulic Gradeline Depth Velocity Junc
Page 1
stmOutput
Run#
US Elev
US Elev
Fr.Slope
Unif.
Actual
Unif.
Actual
Q
Cap
Loss
(ft)
(ft)
M
(ft)
(ft)
(f/s)
(f/s)
(cfs)
(cfs)
(ft)
---------------------------------------------------------------------------------
1
318.24
317.23
0.095
0.35
0.35
2.19
2.19
0.41
0.76
0.000
2
318.87
318.30
0.095
0.35
0.35
2.19
2.19
0.41
0.76
0.000
3
319.29
318.93
0.095
0.35
0.35
2.24
2.24
0.41
0.77
0.000
--- _______
-----------
______________END=====_______________________________________
NORMAL TERMINATION OF WINSTORM.
Warning Messages for current project:
Runoff Frequency of: 2 Years
Tailwater set to uniform depth elevation = 317.23(ft)
Page 2
Section 4.0
LIFT STATION DESIGN
Lift Station Design
DAILY
WASTEWATER WASTEWATER
FLOW STRENGTH (mg/1
SOURCE REMARKS (Gallons/Person) BOD5)
Municipality
Residential
100
200
Subdivision
Residential
100
200
Trailer Park Transient
2-1/2 persons/trailer
50
300
Mobile Home Park
with showers
75
300
School with Cafeteria
without showers
20
300
School with Cafeteria
Overnight user
15
300
Recreational Parks
Day User
30
200
Recreational Parks
5
100
Office Building or Factory
20
300
Motel
50
300
Restaurant
Per Meal
5
1000
Hospital
Per Bed
200
300
Nursing Home
jPerBcd
100
1 300
Design Source:
Subdivision Residential 100 200
Daily Wastewater Flow:
EE
GIVEN
RESULTS
Total Units =
160
Average Daily Flow (ADF) =
64,000 GPD
Capita per Unit =
4
(1) Average Daily Flow (ADF) =
44.44 gpm
Peaking Factor =
4
Peak Flow =
177.78 gpm a
Retention Volume:
GIVEN
RESULTS
(2) Longest 24 Month Power Outage =
20.0 min
Required Wet Well Storage =
3,556 gallons
Wet Well Geometry & Pump Cycle:
GIVEN
RESULTS
Wet Well Diameter =
12.00 ft
Total Wet Well Depth =
20.00 It
Top Elevation of Wet Well =
321.00 It
Useable Wet Well Storage =
4,220 gallons
Designed Freeboard =
35.88 in
Average Daily
Flow Conditions
Pump On Elevation=
304.50 It
Pump Time Off=
38.1 min
Pump Off Elevation =
302.50 ft
Pump Time On =
10.5 min
Designed Wet Well Sump =
Designed Finn Pump Rate =
(4) Influent Gravity Invert Elevation =
18 in (3) Pumping Cycle Time = 48.5 min
206 gpm Peak Flow Conditions
307.49 It JPmnp Time Off= 9.5 ruin
Pump Time On = 59.9 min /
(3) Pumping Cycle Time = 69.4 rain
TNRCC Chp 317 2/28/2011
FLYGT Design pipe system
Project: Weimar Chevron • Case1 2/25/2011
Customer:
Station Piping 1
No of
Length 25.0 ft Discharge coon. 0.50 1
Material Ductile Iron 90° elbow 0.30 1
Pressure class CL52 Valve 1.00 1
Dimension 4 inch Tee 0.60 1
C-factor 135.000 Check valve 1.50 1
Inner diam. 4.2 inch Outlet 1.00 0
Own 0.00 0
Total: 3.90
Water velocity: 4.6 0 /s Loss in pipe section: 1.8 It
Force Main 1
Length
623.0 it
Material
Plastic
Pressure class
SCH40
Dimension
4 inch
C-factor
150.000
Inner diam.
4.0 inch
No of
Discharge conn.
0.50
0
,900 elbow
0.30
0
Valve
1.00
0
Tee
0.60
0
Check valve
1.50
0
Outlet
1.00
1
Own
0.00
0
Total: 1.00
Water velocity: 6.0 it /s Loss in pipe section: 13.0 it
Station Piping 1 Force Main 1
Total flow: 200.0 USgpm No of Head losses: Total head:
Static Head: 25.0 ft 1 14.8it 39.8ft
Hazen -Williams
Flygt
W" ITTlndustries
v
PRODUCT
TYPE
BL GT
PERFORMANCE CURVE
CP3102.181
MT
DATE
PROJECT
CURVE NO
ISSUE
2011-02-25
63-432-00-3703
5
1/1-LOAD 314-LOAD 1/2-LOAD
RATED
IMPELLER DIAMETER
POWER..... 5 hp
183mm
POWER FACTOR 0.81 0.75 0.64
IENCY
EFFIC85.0 % 85.5 % 84.0 %
STARTING
CURRENT ... 41 A
MOTOR # STATOR REV
MOTOR DATA _-- --- _
RATED
CURRENT... 6.7 A
RATED
1745
18-11-4AL 61 D 10
COMMENTS
INLET/OUTLET
FREQ.
PHASES
VOLTAGE
POLES
NEVACLOG
-/ 4 inch
rpm
TOT MOMOF
60 HZ
3
460 V
4
INERTIA... 0.044 kgm2
NO. OF
IMP. THROUGHLET
GEARTYPE RATIO
2.9 inch
BLADES 1
'-- ---
w
[hp]
W
3
5
o Q
a a
LL
a i
4
1
� "
w
0
3
O
a
LL
wLL
Q W
¢ a
w �
O a
DUTY -POINT FLOWpsgpml HEAD[R] POWER [hp] EFF. F%] NPSH-Ifil 0
1 205.8 40.60 4.31 (3.70) 49.4 (57.7) 22.7
B.E.P. 398.2 30.73 5.32 (4.55) 58.2 (68.0) 29.5
NPSHre
[ft] z
[ft]
w
50
w
m
50
r
EFF.
40
[%]
1
40
0
Q
70
LLI
30
=
30
60
Hre=36
50
zo
20
40
30
10
10
20
10
0
0
0 100 200 300 400 500 600 700 [U8gpm]
FLOW
NPSHre = NPSH3% + min. operational margin FLYGT HI B Curve
Performance with clear water and ambient temp 40 °C
Lift Station Design
DAILY
WASTEWATER WASTEWATER
FLOW STRENGTH (mg(l
SOURCE REMARKS (Gallons/Person) BODS)
Municipality
Residential
100
200
Subdivision
Residential
100
200
Trailer Park Transient
2-1/2 persons/trailer
50
300
Mobile Home Park
with showers
75
300
School with Cafeteria
without showers
20
300
School with Cafeteria
Overnight user
15
300
Recreational Parks
Day User
30
200
Recreational Parks
5
100
Office Building or Factory
20
300
Motel
50
300
Restaurant
Per Meal
5
1000
Hospital
Per Bed
200
300
Nursing Home
lPer Bed
1 100
300
Design Source:
Subdivision Residential 100 200
Daily Wastewater Flow:
123
GIVEN RESULTS
Total Units = 160 Average Daily Flow (ADF) = 64,000 GPD
Capita per Unit = 4 (1) Average Daily Flow (ADF) = 44.44 gpm
Peaking Factor = 4 Peak Flow = 177.78 gpm a
Retention Volume:
GIVEN RESULTS
(2) Longest 24 Month Power Outage = 20.0 min Required Wet Well Storage = 3,556 gallons
Wet Well Geometry & Pumo Cvcle:
GIVEN
Wet Well Diameter =
12.00 It
Top Elevation of Wet Well =
321.00 ft
Designed Freeboard =
35.88 in
Pump On Elevation =
304.50 ft
Pump Off Elevation=
302.50 It
Designed Wet Well Sump =
18 in
Designed Firm Pump Rate =
206 gpm
(4) Influent Gravity Invert Elevation =
307.49 It
RESULTS
Total Wet Well Depth =
20.00 ft
Useable Wet Well Storage =
4,220 gallons
Average Daily
Flow Conditions
Pump Time Off=
38.1 min
Pump Time On =
10.5 rain
(3) Pumping Cycle Time =
48.5 min
Peak Flow Conditions
JPmnp Time Off =
9.5 min
Pump Time On =
59.9 rain
(3) Pumping Cycle Time =
69.4 min
TNRCC Chp 317 2/28/2011
sLYCT Design pipe system
Project: Weimar Chevron • Casel 2/25/2011
Customer:
Station Piping 1
No of
Length
25.0 ft
Discharge conn.
0.50
1
Material
Ductile Iron
90° elbow
0.30
1
Pressure class
CL52
Valve
1.00
1
Dimension
4 inch
Tee
0.60
1
C-factor
135.000
Check valve
1.50
1
Inner diam.
4.2 inch
Outlet
1.00
0
Own
0.00
0
Total: 3.90
Water velocity: 4.6 It /s Loss in pipe section: 1.8 ft
Force Main 1
Length
623.0 ft
Material
Plastic
Pressure class
SCH40
Dimension
4 inch
C-factor
150.000
Inner diam.
4.0 Inch
Water velocity: 5.0 ft is
No of
Discharge conn.
0.50
0
°90°elbow
0.30
0
Valve
1.00
0
Tee
0.60
0
Check valve
1.50
0
Outlet
1.00
1
Own
0.00
0
Total: 1.00
Loss in pipe section: 13.0 it
Station Piping 1 Force Main 1
Total flow: 200.0 USgpm No of Head losses: Total head:
Static Head: 25.0 ft 1 14.8ft 39.8ft
Hazen -Williams
Flygt
ITTindustries
C.
PRODUCT
TYPE
max- Gw
PERFORMANCE CURVE
CP3102.181
MT
DATE
PROJECT
CURVENO
ISSUE
2011-02-25
63-432-00-3703
5
1/1-LOAD 314-LOAD 112-LOAD
RATED
IMPELLER DIAMETER
POWER..... 5 hp
183mm
POWER FACTOR 0.81 0.7IENCY 5 0.64
EFFIC85.0 % 85.5 % 8aA o�
STARTING
CURRENT... 41 A
MOTOR It STATOR REV
MOTOR DATA --- --- -
RATED
CURRENT... 6.7 A
RATED
1745
18-11-4AL 61 D 10
COMMENTS
INLET/OUTLET
FREO.
PHASES
VOLTAGE
POLES
NEVACLOG
/ 4 inch
rpm
Tor MOM.OF
60 HZ
3
460 V
4
INERTIA... 0.044 kgm2
IMP. THROUGHLET
GEARTYPE RATIO
2.9 inch
NO. OF
BLADES 1
w
[hp]
w
30
a a
a s
a
W
o«
3
O
LE
2
w
W
tl
a
w
O a
DUTY -POINT FLOW[uSgoml HEAD]tt] POWER Ihp] EFF[%] NPSHre]fi] O
1 205.8 40.60 4.31 (3.70) 49.4 (57.7) 22.7
B.E.P. 398.2 30.73 5.32 (4.55) 58.2 (68.0) 29.5
NPSHre
o
Iftl
[ftl
a
LL
W
N
50
6
50
r
EFF.
40
1
40%1
Q70
W
30
=
30
60
Hre=36
50
20
20
40
30
10
10
20
10
0
0
0 100 200 300 400 500 600 700 lusgpml
FLOW
NPSHre = NPSH3%+ min. operational margin gLY(ST H I B Curve
Performance with clear water and ambient temp 40 "C