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FOR
CREEK MEADOWS SUBDIVISION
Section 7, Phase One & Two
College Station
Brazos County, Texas
March 27, 2015
Prepared For:
Creek Meadow Partners, L.P.
c/o Oldham Goodwin Group, LLC
2800 South Texas Avenue, Suite 401
Bryan, TX 77802
Prepared By:
RME Consulting Engineers
Texas Firm Registration No. F-4695
P.O. Box 9253
College Station, TX 77845
RME No. 260 -0551
Water & Sanitary Sewer Report
CREEK MEADOWS SUBIDIVISION
Section 7, Phase One & Two
College Station
Brazos County, Texas
TABLE OF CONTENTS: PAGE
1.0 General Information ..........................•....................................•...................................................................... 1
1.1 Scope of Report and Proposed Development .......................................................................................... l
1.2 Site and General Location ....................................................................................................................... 2
1.3 Description of Existing Conditions .......................................................................................................... 2
1.4 Existing Water Distribution System ........................................................................................................ 2
1.5 Existing Sanitary Sewer Collection System ............................................................................................ 3
2.0 Water System Improvements ............•......•.................................................................................................... 3
2.1 Proposed Water System Configuration .................................................................................................... 3
2.2 Domestic Water Supply Requirements .................................................................................................... 4
2.3 Fire Flow Requirements .......................................................................................................................... 4
2.4 Hydraulic Modeling Methodology .......................................................................................................... 4
2.5 Modeling Results & Conclusions ............................................................................................................ 4
3.0 Sanitary Sewer Improvements ...................................................................................................................... 5
3 .1 Proposed Sanitary Sewer Configuration .................................................................................................. 5
3 .2 Sanitary Sewer Flow Calculations ........................................................................................................... 5
3.3 Hydraulic Modeling Methodology .......................................................................................................... 6
3.4 Modeling Results & Conclusions ............................................................................................................ 6
ATTACHMENTS:
Preliminary Plan
Final Plat -Section 7, Phase One
Final Plat -Section 7, Phase Two
Vicinity Map
Proposed Water System Map
KYPIPE Hydraulic Analysis Data
Proposed Sanitary Sewer System Map
WINSTORM Hydraulic Analysis Data
260-0551 Water-Sewer Report-S7Pl .docx Page -i
Water & Sanitary Sewer Report
CREEK MEADOWS SUBIDIVISION
Section 7, Phase One & Two
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 Creek Meadows
Subdivision Section 7, Phase One & Two development conditions. This new development
will consist of 48 lots. Currently, the subject site is undeveloped with rural residential
subdivision surrounding most of the proposed master planned subdivision. Within the
master planned subdivision of Creek Meadows, and at the time of this report, the following
phases are fully built and accepted by the City of College Station or nearing construction
completion:
• Section lA, Phase One & Two;
• Section lB, Phase One thru Four (all phases);
• Section 2, Phase (all phases);
• Section 3, Phase (all phases);
• Section 4, Phase (all phases);
• Section 5, Phase (all phases);
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 Chapters 290 & 217 of the Texas Commission on Environmental
Quality (TCEQ) Rules & Regulations.
1.2 Site and General Location:
The master planned development, Creek Meadows subdivision, consists of293.222 acres
of land consisting of three tracts (20.179 acre tract, 176.043 acre tract, and a 96.00 acre
tract). Section 7, Phase One & Two will consist of 28.414 acres, located within the
southern 96.00 acre tract, and will consist of the platting of forty-eight ( 48) residential lots
with the construction of their associated improvements of paving, drainage, and utilities.
Subsequent future developments and phases are proposed upstream of Phase Three. The
proposed and future developments and phases are depicted on the Preliminary Plan which
is provided in the "Attachment" portion of this report. Also, the Final Plat of Creek
Meadows -Section 7, Phase One & Two is provided in the same location of this report.
Creek Meadows -Section 7 has access to Greens Prairie Trail along its northwest property
line and Royder Road along its southwest property line (no connection provided to this
county road. The 96 acre tract is bordered by Greens Prairie Trail to the northwest and
Royder Road to the southwest. Developments adjacent to the parent tract, all of which
260-0551 Water-Sewer Report-S7Pl.docx Page -I
Creek Meadows Subdivision -Section 7, Phase One & Two
Water & Sanitary Sewer Report
RME Consulting Engineers
March 27, 2015
are rural residential, consist of Royder Ridge to the northwest and Woodlake to the
northeast. Land to the southeast is undeveloped and agricultural in its existing condition.
A Vicinity Map, for this project site, is provided and is located in the "Attachment" portion
of this manual. 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.
1.3 Description of Existing Conditions:
The 96-acre tract, which contains the proposed development of Creek Meadows
Subdivision -Section 7, Phase One & Two, is a moderately well sloping (approximately
1.5%) undeveloped site with natural drainage systems that convey runoff to Peach Creek
South Tributary 16.4.3. Post-development runoff, from the site, flows through proposed
and existing storm sewer, to these tributary of Peach Creek that meanders along the
subdivision's eastern property lines.
The Creek Meadows subdivision, Section 7, Phase One & Two area is primarily an
unimproved area that abuts Section 5, Phase Three (adjacent to the southwest -via
Cottonwood Creek Lane). Existing land-cover general consists of open grassy areas with
some thick brush, weeds, and trees along the unnamed tributary. Elevations range on the
project area from approximately 283' Mean Sea Level (MSL) to approximately 311 '
MSL. The Brazos County soil maps indicate that this area is comprised of Type C and
D soils which consist of clays or silty clay/sand mixtures.
1.4 Existing Water Distribution System:
The project site is moderately well served by existing water lines. The utility provider,
for water service, will be Wellborn S.U.D. The existing water supply lines are
summarized as follows:
1. A 16" water line borders along the entire northeast and northwest property line of the
171.043 acre parent tract. The northwest section ofthis 16" water line parallels Greens
Prairie Road West and is wholly contained within a 15' and 16 ' Public Utility
Easement. A portion of this water line was relocated due to right-of-way dedication
of Section IA, Phase One of Creek Meadows. This 16" water line extends to the
Wellborn elevated storage tank which is approximately 4,300 linear feet away from
this location;
2. A 12" PVC water line extends along the entire east property line of the 171.043 acre
parent tract and parallels Greens Prairie Trail. This 12" water line is connected to the
before mentioned 16" water line and is wholly contained within a 15 ' Public Utility
Easement;
3. A 6" PVC water line meanders along the prescriptive right-of-way of Royder Road
which was installed in the fall of 2007 and replaced an existing 2" and 3" water line;
4. In addition to these primary trunk "supply" lines numerous 8", 6", 4" and 3" supply
lines have been installed through the developed portions of the Creek Meadows
subdivision. The KYPIPE model reflecting these existing improvements will be
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Creek Meadows Subdivision -Section 7, Phase One & Two
Water & Sanitary Sewer Report
RME Consulting Engineers
March 27, 2015
expanded upon to integrate the proposed improvements scheduled for Section 5, Phase
Three. Since this development is on the "south side" of the subdivision, bisected by
Greens Prairie Trail, the KYPIPE model will only include improvements located
within this area of the subdivision.
Flow tests were obtained from the Wellborn S.U.D. from a fire hydrant installed along the
12" PVC water line that is located on the east side of Greens Prairie Trail and parallel to
the subject property's west boundary line. This fire hydrant was installed at the tie-in
point of the 8" PVC waterline located across from North Creek Meadow Boulevard. Since
the time of the original flow test the fire hydrant has been removed and this 8" waterline
extension has been installed. This flow test was conducted on December 28, 2006 by
Wellborn S.U.D. by Mr. Steven Cast and witnessed by this office. The flow data is
summarized below in Table #1 -Flow Test Data.
TABLE #1
FLOW TEST DATA
Flow Pilot Static Fire Static Residual
Hydrant Reading Flow Hydrant Pressure Pressure
No. Location (psi) (gpm) No. (psi) (psi)
FH"A" Greens Prairie Trail 67 1360 Res. 74 70
Note: The reported flow is from the 2.5" nozzle of the identified flow hydrant;
1.5 Existing Sanitary Sewer Collection System:
The proposed sanitary sewer collection system, for Section 7, Phase One & Two, will
discharge into a proposed and/or existing collection system and ultimately to the Creek
Meadow Lift Station, constructed in Section 1 B. From the Creek Meadow Lift Station
sanitary sewer is then pumped, via a 6" & 8" PVC force main, to the existing collection
system of the Castlegate 2 Subdivision (currently the Section 6 connection point is valved
shut and will be opened during Phase 3 of the CMLS improvements -see RME study
dated 9/11/13).
2.0 WATER SYSTEM IMPROVEMENTS
2.1 Proposed Water System Configuration:
The proposed water system will connect to an existing 8" water line (installed and
terminated with a blow-off valve at the existing north end of Cottonwood Creek Ln -
Section 5, Phase 2) and to an existing 12" water line (located along Green Prairie Trail).
These termini where intended for the future extensions of water distribution system into
the subject development. A proposed 8" and 6" water line, within Section 7, Phase One &
Two, will be extended and connect to the existing water distribution system to create proper
looping.
The general requirements of the UTSDG for water line design layout are briefly listed as
follows:
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Creek Meadows Subdivision -Section 7, Phase One & Two
Water & Sanitary Sewer Report
RME Consulting Engineers
March 27, 2015
• 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;
• Fire hydrants will be installed so that no residence is greater than five hundred
(500') from a hydrant. Each fire hydrant will be analyzed to provide a fire flow of
1,000 gpm.
As mentioned earlier the water distribution system will provide fire protection and
domestic water service. The Water System Map is included in the "Attachment" portion
of this report and more fully details the proposed water system improvements.
The proposed water lines, and appurtenances, will be constructed and installed in
accordance with the UTSDG and TCEQ Chapter 290. Unless specifically identified on the
Construction Drawings, the proposed water lines will be of type PVC A WW A C900 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:
An average daily water consumption of 1.5 gpm per connection or dwelling unit will be
utilized for analysis of the proposed water distribution system at normal conditions. During
static conditions a minimum 35 psi pressure rating will be maintained.
2.3 Fire Flow Requirements:
The fire flow demand, for the proposed development, will require that each residence be
protected by a minimum 1,000 gpm. During frre flow conditions the minimum static
pressure shall not be less than 20 psi.
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 times thus providing a
minimum static pressure of 35 psi;
260-0551 Water-Sewer Report-S7P l .docx Page -4
Creek Meadows Subdivision -Section 7, Phase One & Two
Water & Sanitary Sewer Report
RME Consulting Engineers
March 27, 2015
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 and expanding it to include Section 5, Phase Three
water demands, and fire flow requirements, for the proposed water system improvements,
and adjacent infrastructure, it was determined to adequately meet or positively exceed the
minimum design standards. KYPIPE Hydraulic Analysis Data, resulting from both
domestic water demands and all frre flow conditions are contained in this report in the
"Attachment" portion. Resulting summary information for both conditions are illustrated
below in Table #2-Water System Summary and identify the "worse-case" location in the
proposed distribution system (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.
TABLE#2
WATER SYSTEM SUMMARY
PIPE DATE NODE DATA
Residual
Scenerio KYPIPE Section I Pipe Size Flow Velocity Node Pressure
Number Name Phase (in) (gpm) (fos) Name (psi)
DOMESTIC FLOW CONDITION
P-1 NIA 12 204.00 0.58 FH-4 67.09
FIRE FLOW CONDITIONS
1 P-23 S7P2 8 589.49 5.98 FH-4 65.15
2 P-23 S7P2 8 847.62 5.41 FH-4 66.28
3 P-22 S7P2 8 1042 6.65 FH-4 65.64
4 P-22 S7P2 8 1042 6.65 FH-4 65.64
5 P-26 S7P2 6 1012 11.48 J-9 63 .74
Domestic Flow Scenario:
1. Domestic design flows at completion of Section 7, Phase One & Two;
Fire Flow Scenario:
1. 1,000 gpm from FH7 -Section 7, Phase One;
2. 1,000 gpm from FH8 -Section 7, Phase Two;
3. 1,000 gpm from FH9 -Section 7, Phase Two;
4. 1,000 gpm from FHlO -Section 7, Phase Two;
5. 1,000 gpm from FHl 1 -Section 7, Phase Two;
3.0 SANITARY SEWER IMPROVEMENTS
3.1 Proposed Sanitary Sewer Configuration:
The proposed sanitary sewer collection system, for Creek Meadows -Section 7, Phase One
& Two, will consist of 8" and 6" sanitary sewer line extensions along with a the Creek
Meadows Southside Liftstation (see separate report by RME -dated 3/27 /15). These
260-0551 Water-Sewer Report-S7Pl .docx Page -5
Creek Meadows Subdivision -Section 7, Phase One & Two
Water & Sanitary Sewer Report
RME Consulting Engineers
March 27, 2015
sanitary sewer line extensions will be expansions of the existing Creek Meadows collection
system which conveys sewer in a generally south eastern direction to the new lift station
and then to the main subdivision Lift Station located on the south side of Greens Prairie
Trail near the southwest comer of the master planned subdivision. The Sanitary Sewer
System Map is included in the "Attachment" portion of this report and more fully details
the proposed sanitary sewer system improvements.
The proposed 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 master planned development, were derived by
Method 2 -"Land Use Determination" of the UTSDS. Resulting average sanitary sewer
flow values were calculated, for all complete or permitted phases, and the results are
summarized in Table #3 -"Sanitary Sewer Flows" shown below. As calculated, the
ultimate Average Daily Flow (ADF) for these section/phases of the Creek Meadows
subdivision is 212, 799 gpd and a 2-Hour Peak Flow (PF) at 1.32 cfs.
TABLE #3 -SANITARY SEWER FLOWS
Average Average 2-Hour
Daily Flow Dwelling Daily Flow Peak Flow Peak Flow
Section/Phase (gpd/cap) Units (gpd) (gph) (cfs)
Sec. IA, Ph. I & 2 100 96 25,632 4,272 0.16
Sec. IB, Phase 1-4 100 112 29,904 4,984 0.19
Sec. 2, Ph (Ph IA -3) 100 126 33,642 5,607 0.21
Sec. 3, Ph I -3 100 71 18,957 3,160 0.12
Sec. 4, (All Phases) 100 138 36,846 6,141 0.23
Sec. 5, Ph I -3 100 90 24,030 4,005 0.15
Southside CM LS 100 164 43,788 7,298 0.27
TOTAL EXPECTED FLOWS= 797 212,799 35,467 1.32
Flow Determination Notes:
1) Residential density is at 2.67 capita/Dwelling Unit;
2) Commercial uses 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
stonnwater systems it can easily be applied for hydraulic modeling of gravity sewer
260-0551 Water-Sewer Report-S7P l.docx Page -6
Creek Meadows Subdivision -Section 7, Phase One & Two
Water & Sanitary Sewer Report
RME Consulting Engineers
March 27, 2015
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.
3.4 Modeling Results & Conclusions:
Using the original WINSTORM model and expanding it to include Creek Meadows -
Section 5, Phase Three, sanitary sewer flows were input into the proposed sewer system
and it was determined that the proposed expanded system has adequate capacity.
WINSTORM Hydraulic Analysis Dat~ as resulting from sanitary sewer analysis, is
contained in this report in the "Attachment" portion. Resulting summary information is
illustrated below in Table #4 -Sanitary Sewer Summary.
As report above in Table #3 there are 797 dwelling units either platted or permitted for
platting (which includes Section 7, Phase Two). These dwelling units will be the
equivalent of 1.32 cfs (592 gpm) at Peak Flow CPF=4). Utilizing a PF=3 (Peaking Factor
for design capacity of the lift station system) the flows are reduced to 444 gpm. The Creek
Meadows Lift Station has a firm pumping capacity of 505 gpm (at completion of Phase 2
improvements of the CMLS -737 D.U.s reserved for Creek Meadows) which illustrates
that this flow will be acceptable at the current pumping system.
TABLE#4
SANITARY SEWER COLLECTION SYSTEM
Upstream Downstream Lme Pipe Size Slope Q capacity Velocity
Element Element No. (in) (%) (cfs) (cfs) (fps)
MH-1 SS LS 1 8 0.60 0.27 0.98 2.39
MH-2 MH-1 2 8 0 0.60 0.12 0.94 1.82
~ MH-3 MH-1 3 6 1.03 0.16 0.57 2.48 I-
~ MH-4 MH-3 4 6 0.90 0.14 0.53 2.29 Q) c: MH-5 MH-4 5 6 0.90 0.13 0.53 2.24 0
Q) MH-6 MH-5 6 6 0.90 0.12 0.53 2.19 "' t1) MH-7 MH-6 7 6 0.90 0.12 0.53 2.19 .s:: a..
...... -MH-8 MH-7 8 6 0.80 0.10 0.50 1.97
c: MH-9 MH-8 9 6 0.60 0.08 0.43 1.70 0 ~ MH-10 MH-9 10 6 1.50 0.05 0.69 1.99 Q) (/)
MH-11 MH-10 11 6 1.25 0.02 0.67 1.42
MH-12 MH-9 12 6 0.50 0.03 0.40 1.13
Sanitary Sewer Notes:
l) Velocities within a proposed pipe runs (highlighted) that are below the required 2.0 fps meet
or exceed the minimum required slope for a 6" sanitary sewer, but have so little Q from the
upstream lots 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) Manning's ''N" utilized for PVC pipe is 0.013;
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PRELIMINARY PLAN
FINAL PLAT
SECTION 7, PHASE ONE & TWO
VICINITY MAP
WE
CREEK MEADOWS:
SECTION 7, PH . 1
VICINITY MAP
NOT TO SCALE
GID
N
NOTTO
SCALE
WATER SYSTEM MAP
KYPIPE HYDRAULIC ANALYSIS DATA
DOMESTIC FLOW CONDITIONS
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Pipe Network Modeling Software
CopyRighted by KYPIPE LLC (www.kypipe.com)
Version: 7.003 09/15/2014
Serial #: 8-10088948
Interface: Classic
Licensed for Pipe2008
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Date & Time: Mon Apr 06 14:30:03 2015
Master File : c :\users\rabon metcalf\rme\projects\260-0551 ogg-creek meadows-
s7pl\engineering\0551wlra.KYP\0551wlra.P2K
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S U M M A R Y 0 F 0 R I G I N A L DAT 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 AT 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-7 130.00 12.00 135.0000 0 .91
P-10 J-4 FH-4 133.00 8 .00 139. 0000 0 .57
P-11 FH-4 BOV-2 333 .00 4 .00 139.0000 3 .17
P-12 J-4 J-5 296.00 8 .00 139 .0000 0 .74
P-13 J-5 FH-5 183.00 6.00 140.0000 0 .57
P-14 J-6 J-1 423.00 12.00 135.0000 0 .00
P-15 J-6 FH-5 351.00 6 .00 139.0000 0.57
P-16 J-5 FH-6 566.00 8 .00 139. 0000 0 .57
P-17 FH-6 BOV-3 340 .00 4 .00 139.0000 6 .00
P-18 J-5 FH-7 883 .93 8 .00 140 .0000 1. 54
P-19 FH-7 J-8 587 .64 8 .00 140.0000 0 .57
P-2 J-1 J-2 170.00 8 .00 136.0000 0 .74
P-20 J-7 J-6 2187 .00 12 .00 135 .0000 0 .00
P-21 J-8 FH-8 677 .00 8 .00 140.0000 0 .00
P-22 J-8 FH-9 219.85 8 .00 140.0000 0.00
P-23 FH-8 J-7 160.00 8 .00 140.0000 3 .57
P-24 FH-9 F-10 445.86 8.00 140 .0000 0 .00
P-25 F-10 J-9 364.42 8.00 140.0000 0 .74
P-26 J-9 FH-11 194 .48 6 .00 140 .0000 1. 67
P-27 FH-11 BOV-4 404 .00 4 .00 140 .0000 3 .17
P-3 J-2 FH-1 128 .00 8 .00 136.0000 0 .57
P-4 J-2 J-3 79 .00 6 .00 136.0000 0 .57
P-5 J-3 FH-2 478.00 6 .00 136.0000 0 .57
P-6 FH-2 BOV-1 374 .00 3 .00 140 . 0000 0 .17
P-7 J-3 FH-3 600 .00 6 .00 136.0000 0 .57
P-8 FH-3 FH-4 380 .00 6 .00 139.0000 6.57
P-9 FH-1 J-4 562.00 8.00 139.0000 15.80
DOMESTIC FLOW CONDITIONS
N 0 D E
NODE
NAME
BOV-2
BOV-4
BOV-1
BOV-3
F-10
FH-1
FH-11
FH-2
FH-3
FH-4
FH-5
FH-6
FH-7
FH-8
FH-9
J-1
J-2
J-3
J-4
J-5
J-6
J-7
J-8
J-9
R-1
DAT A
NODE
TITLE
FH-7
0 U T P U T 0 P T I 0 N
EXTERNAL
DEMAND
(gpm)
13 .50
12 .00
12.00
7 .50
9.00
0.00
0 .00
3.00
19.50
0 .00
0 .00
18.00
0 .00
15.00
12 .00
0 .00
0.00
7.50
25.50
12 .00
13.50
0.00
15.00
9.00
DAT A
JUNCTION
ELEVATION
(ft)
299.00
289.00
296. 00
296.50
0 .00
298.00
292 .00
294 .00
299.00
310.00
300.50
0 .00
299.00
307.50
299.00
297.00
297.00
296. 00
301. 00
303.00
300 .00
310 .00
301. 00
292 .00
304.00
EXTERNAL
GRADE
(ft)
465 .00
OUTPUT SELECTION: ALL RESULTS ARE INCLUDED IN THE TABULATED OUTPUT
s y s T E M c 0 N F I G u RA T I 0 N
NUMBER OF PIPES ................... (P) 27
NUMBER OF END NODES ............... (J) 24
NUMBER OF PRIMARY LOOPS ........... (L) 3
NUMBER OF SUPPLY NODES ............ (F) 1
NUMBER OF SUPPLY ZONES ............ (Z) 1
Case: 0
RESULTS OBTAINED AFTER 8 TRIALS: ACCURACY 0.80661E-07
S I M U L A T I 0 N D E S C R I P T I 0 N (L A B E L)
M.D.W. Centre -Phase One
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 u #2
CV -CHECK VALVE
FLOWRATE
gpm
HEAD MINOR LINE HL+ML/
LOSS LOSS VELO. 1000
ft ft ft/s ft/f
HL/
1000
ft/f
DOMESTIC FLOW CONDITIONS
-----------------------------------------------------------------------------------------
P-1 R-1 J-7 204.00 0.02 0.00 0.58 0 .16 0.12
P-10 J -4 FH-4 17.76 0 .00 0.00 0.11 0.01 0 .01
P-11 FH-4 BOV-2 13.50 0 .05 0.01 0 .34 0 .18 0 .16
P-12 J -4 J-5 -11.45 0 .00 0.00 0 .07 0.00 0.00
P-13 J-5 FH-5 -30.98 0 .02 0.00 0 .35 0.11 0.10
P-14 J-6 J -1 69.55 0 .01 0.00 0 .20 0.02 0.02
P-15 J-6 FH-5 30.98 0 .04 0.00 0.35 0 .11 0.11
P-16 J-5 FH-6 25.50 0 .01 0.00 0.16 0 .02 0.02
P-17 FH-6 BOV-3 7.50 0 .02 0.00 0 .19 0 .06 0 .05
P-18 J -5 FH-7 -17.97 0 .01 0.00 0.11 0.01 0.01
P-19 FH-7 J -8 -17 .97 0.01 0.00 0 .11 0.01 0 .01
P-2 J -1 J -2 69.55 0 .02 0.00 0 .44 0.13 0.12
P-20 J-7 J-6 114. 03 0 .09 0.00 0 .32 0.04 0 .04
P-21 J -8 FH-8 -74 .97 0 .09 0 .00 0 .48 0.13 0 .13
P-22 J -8 FH-9 42 .00 0 .01 0 .00 0 .27 0 .04 0 .04
P-23 FH-8 J-7 -89.97 0 .03 0 .02 0 .57 0 .30 0 .18
P-24 FH-9 F-10 30.00 0 .01 0 .00 0 .19 0 .02 0 .02
P-25 F-10 J -9 21. 00 0 .00 0.00 0 .13 0 .01 0 .01
P-26 J -9 FH-11 12.00 0 .00 0 .00 0 .14 0 .02 0 .02
P-27 FH-11 BOV-4 12.00 0 .05 0.00 0.31 0.14 0 .13
P-3 J -2 FH-1 31. 82 0 .00 0.00 0 .20 0 .03 0 .03
P-4 J-2 J -3 37.74 0 .01 0.00 0 .43 0.18 0 .16
P-5 J-3 FH-2 15.00 0 .01 0.00 0 .17 0.03 0 .03
P-6 FH-2 BOV-1 12.00 0 .20 0 .00 0 .54 0 .53 0 .52
P-7 J -3 FH-3 15.24 0 .02 0.00 0 .17 0.03 0 .03
P-8 FH-3 FH-4 -4.26 0.00 0 .00 0 .05 0.00 0 .00
P-9 FH-1 J-4 31.82 0 .02 0.01 0 .20 0.05 0 .03
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 f t ft ft psi
------------------------------------------------------------------------------
BOV-2 13.50 464 .77 299 .00 165.77 71. 83
BOV-4 12 .00 464 .76 289 .00 175.76 76.16
BOV-1 12 .00 4 64. 63 296.00 168 .63 73 .07
BOV-3 7 .50 464 .80 296.50 168.30 72 . 93
F-10 9 .00 464 .82
FH-1 0 .00 464 .85 298 .00 166.85 72 .30
FH-11 0 .00 464 .81 292 .00 172 . 81 74 .89
FH-2 3.00 464 .83 294 .00 170 .83 74 .03
FH-3 19.50 464.82 299 .00 165.82 71. 86
FH-4 0 .00 464 .83 310.00 154 .83 67 .09
FH-5 0 .00 464 .85 300 .50 164 .35 71.22
FH-6 18 .00 464 .82
FH-7 FH-7 0 .00 464 .84 299 .00 165 .84 71. 86
FH-8 15.00 464.93 307 .50 157 .43 68.22
FH-9 12 .00 4 64 . 83 299 .00 165.83 71. 86
J -1 0.00 464 .88 297 .00 167.88 72 . 75
J -2 0.00 464 .86 297 .00 167 .86 72 . 74
J-3 7 .50 464 .84 296 .00 168 .84 73 .17
J-4 25.50 464.83 301. 00 163 .83 70 .99
J -5 12 .00 464.83 303 .00 161. 83 70 .13
J -6 13.50 464 .89 300 .00 164 .89 71 . 45
J -7 0 .00 464.98 310 .00 154.98 67.16
J -8 15.00 464 .84 301. 00 163 .84 71. 00
J-9 9 .00 464 .82 292.00 172. 82 74.89
R-1 465.00 304 .00 161.00 69 .77
s u M M A R Y 0 F I N F L 0 W S A N D 0 U T F L 0 W s
(+) INFLOWS INTO THE SYSTEM FROM SUPPLY NODES
(-) OUTFLOWS FROM THE SYSTEM INTO SUPPLY NODES
NODE FLOWRATE NODE
NAME
R-1
NET SYSTEM INFLOW
NET SYSTEM OUTFLOW
NET SYSTEM DEMAND
gpm
204 .00
204.00
0.00
204.00
DOMESTIC FLOW CONDITIONS
TITLE
***** HYDRAULIC ANALYSIS COMPLETED *****
FIRE FLOW SCENARIO #1
* * * * * * * * * * * * K Y P I P E * * * * * * * * * * * *
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Pipe Network Modeling Software
CopyRighted by KYPIPE LLC (www.kypipe .com)
Version : 7.003 09/15/2014
Serial #: 8-10088948
Interface: Classic
Licensed for Pipe2008
*
*
*
*
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* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *
Date & Time: Mon Apr 06 14:35:36 2015
Master File : c :\users\rabon metcalf\rme\projects\260-0551 ogg-creek meadows-
s7pl\engineering\0551wlra.KYP\0551wlra.P2K
************************************************
S U M M A R Y 0 F 0 R I G I N A L DAT 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-7 130.00 12 .00 135 .0000 0 .91
P-10 J-4 FH-4 133 .00 8 .00 139. 0000 0 .57
P-11 FH-4 BOV-2 333 .00 4.00 139.0000 3 .17
P-12 J-4 J-5 296.00 8 .00 139.0000 0.74
P-13 J-5 FH-5 183.00 6 .00 140.0000 0 .57
P-14 J-6 J-1 423 .00 12 .00 135.0000 0 .00
P-15 J-6 FH-5 351.00 6 .00 139.0000 0 .57
P-16 J -5 FH-6 566.00 8 .00 139.0000 0 .57
P-17 FH-6 BOV-3 340.00 4.00 139.0000 6 .00
P-18 J-5 FH-7 883.93 8 .00 140.0000 1. 54
P-19 FH-7 J-8 587.64 8 .00 140.0000 0 .57
P-2 J-1 J -2 170 .00 8.00 136.0000 0.74
P-20 J-7 J-6 2187 .00 12.00 135 . 0000 0.00
P-21 J-8 FH-8 677 .00 8.00 140.0000 0.00
P-22 J-8 FH-9 219 .85 8 .00 140.0000 0.00
P-23 FH-8 J-7 160.00 8 .00 140 .0000 3.57
P-24 FH-9 F-10 445 .86 8.00 140.0000 0.00
P-25 F-10 J-9 364.42 8.00 140.0000 0.74
P-26 J-9 FH-11 194.48 6.00 140.0000 1. 67
P-27 FH-11 BOV-4 404 .00 4 .00 140.0000 3.17
P-3 J-2 FH-1 128 .00 8 .00 136.0000 0.57
P-4 J-2 J-3 79 .00 6.00 136.0000 0.57
P-5 J-3 FH-2 478 .00 6.00 136.0000 0.57
P-6 FH-2 BOV-1 374 .00 3 .00 140.0000 0 .17
P-7 J-3 FH-3 600 .00 6 .00 136 .0000 0 .57
P-8 FH-3 FH-4 380 .00 6 .00 139 .0000 6.57
P-9 FH-1 J-4 562 .00 8 .00 139.0000 15.80
FIRE FLOW SCENARIO #1
N 0 D E
NODE
NAME
BOV-2
BOV-4
BOV-1
BOV-3
F-10
FH-1
FH-11
FH-2
FH-3
FH-4
FH-5
FH-6
FH-7
FH-8
FH-9
J-1
J -2
J -3
J -4
J-5
J-6
J -7
J-8
J-9
R-1
DAT A
NODE
TITLE
FH-7
0 U T P U T 0 P T I 0 N
EXTERNAL
DEMAND
(gpm)
13.50
12 .00
12 .00
7 .50
9 .00
0 .00
0 .00
3.00
19.50
0 .00
0 .00
18.00
1000.00
15.00
12 .00
0 .00
0 .00
7 .50
25 .50
12 .00
13.50
0 .00
15.00
9.00
D A T A
JUNCTION
ELEVATION
(ft)
299.00
289.00
296 .00
296.50
0.00
298.00
292.00
294.00
299.00
310 .00
300.50
0.00
299.00
307 .50
299.00
297.00
297 .00
296 .00
301. 00
303 .00
300 .00
310.00
301. 00
292 .00
304 .00
EXTERNAL
GRADE
(ft)
465 .00
OUTPUT SELECTION: ALL RESULTS ARE INCLUDED IN THE TABULATED OUTPUT
s y s T E M c 0 N F I G u RA T I 0 N
NUMBER OF PIPES ................... (P) 27
NUMBER OF END NODES ............... (J) 24
NUMBER OF PRIMARY LOOPS ........... (L) 3
NUMBER OF SUPPLY NODES ............ (F) 1
NUMBER OF SUPPLY ZONES ............ (Z) 1
Case : 0
RESULTS OBTAINED AFTER 5 TRIALS: ACCURACY 0.27623E-06
S I M U L A T I 0 N D E S C R I P T I 0 N (L A B E L)
M.D .W. Centre -Phase One
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 u #2
CV -CHECK VALVE
FLOWRATE HEAD MINOR LINE HL+ML/
LOSS LOSS VELO . 1000
gpm ft ft ft/s ft/f
HL/
1000
ft/f
FIRE FLOW SCENARIO #1
-----------------------------------------------------------------------------------------
P-1 R-1 J-7 1204.00 0 .43 0.16 3 .42 4. 60
P-10 J-4 FH-4 -79.00 0 .02 0.00 0 .50 0 .16
P-11 FH-4 BOV-2 13.50 0 .05 0.01 0 .34 0 .18
P-12 J-4 J-5 286.07 0 .47 0.04 1. 83 1. 72
P-13 J-5 FH-5 -233.94 0 .80 0.06 2.65 4 .73
P-14 J-6 J-1 367.07 0.16 0.00 1. 04 0 .37
P-15 J -6 FH-5 233.94 1. 56 0.06 2. 65 4 . 62
P-16 J-5 FH-6 25.50 0.01 0.00 0.16 0 .02
P-17 FH-6 BOV-3 7.50 0.02 0.00 0.19 0.06
P-18 J-5 FH-7 482.51 3.65 0.23 3.08 4 .39
P-19 FH-7 J -8 -517.49 2 .76 0.10 3.30 4 .87
P-2 J-1 J-2 367.07 0 .45 0.06 2.34 3.00
P-20 J-7 J-6 614 .51 2.10 0.00 1. 74 0 .96
P-21 J-8 FH-8 -574 .49 3 .86 0.00 3.67 5 . 71
P-22 J-8 FH-9 42.00 0 .01 0.00 0.27 0 .04
P-23 FH-8 J-7 -589.49 0 .96 0.78 3.76 10 .89
P-24 FH-9 F-10 30 .00 0 .01 0.00 0.19 0 .02
P-25 F-10 J-9 21. 00 0.00 0.00 0.13 0 .01
P-26 J-9 FH-11 12.00 0 .00 0.00 0 .14 0 .02
P-27 FH-11 BOV-4 12.00 0.05 0.00 0.31 0.14
P-3 J-2 FH-1 232.57 0 .14 0.02 1. 48 1. 28
P-4 J-2 J-3 134.50 0.13 0.02 1.53 1. 92
P-5 J-3 FH-2 15.00 0 .01 0.00 0 .17 0 .03
P-6 FH-2 BOV-1 12 .00 0.20 0.00 0.54 0 .53
P-7 J-3 FH-3 112. 00 0.71 0.01 1.27 1. 21
P-8 FH-3 FH-4 92.50 0.30 0.11 1. 05 1. 09
P-9 FH-1 J-4 232.57 0.61 0.54 1. 48 2 .04
N 0 D E RE S U L T S
NODE NODE EXTERNAL HYDRAULIC NODE PRESSURE NODE
NAME TITLE DEMAND GRADE ELEVATION HEAD PRESSURE
gpm ft ft ft psi
------------------------------------------------------------------------------
BOV-2 13 .50 460 .29 299.00
BOV-4 12 .00 458 .71 289 .00
BOV-1 12.00 461.27 296.00
BOV-3 7.50 459 .78 296.50
F-10 9.00 458.78
FH-1 0.00 4 61. 4 7 298.00
FH-11 0.00 458.77 292.00
FH-2 3.00 4 61. 4 7 294 .00
FH-3 19.50 460.76 299.00
FH-4 0.00 460.35 310 .00
FH-5 0.00 460.68 300.50
FH-6 18 .00 459.80
FH-7 FH-7 1000.00 455 .94 299.00
FH-8 15.00 462 .66 307 .50
FH-9 12 .00 458.79 299 .00
J-1 0.00 462.15 297 .00
J-2 0.00 461. 64 297.00
J-3 7.50 4 61. 4 9 296.00
J -4 25 .50 460 .32 301. 00
J-5 12 .00 459.82 303.00
J-6 13 .50 462.30 300.00
J-7 0.00 464.40 310.00
J-8 15.00 458.80 301.00
J-9 9.00 458.77 292 .00
R-1 465.00 304.00
S U M M A R Y 0 F I N F L 0 W S A N D 0 U T F L 0 W S
(+) INFLOWS INTO THE SYSTEM FROM SUPPLY NODES
(-) OUTFLOWS FROM THE SYSTEM INTO SUPPLY NODES
NODE FLOWRATE NODE
161.29 69 .89
169.71 73.54
165.27 71. 62
163.28 70 .76
163.47 70 .84
166.77 72 .27
167.47 72 . 57
161.76 70.10
150.35 65.15
160.18 69.41
156.94 68 .01
155.16 67 .24
159.79 69 .24
165.15 71. 56
164. 64 71. 34
165.49 71 . 71
159.32 69 .04
156.82 67 .95
162.30 70 .33
154.40 66 .91
157.80 68 .38
166.77 72 .27
161. 00 69 .77
3.33
0 .15
0.16
1. 59
4.39
0.37
4.45
0 .02
0.05
4 .13
4.70
2 .63
0 .96
5 .71
0 .04
5 .98
0.02
0.01
0 .02
0 .13
1.13
1. 66
0 .03
0 .52
1.18
0.80
1. OB
FIRE FLOW SCENARIO #1
NAME gpm TITLE
R-1 1204.00
NET SYSTEM INFLOW 1204 .00
NET SYSTEM OUTFLOW 0 .00
NET SYSTEM DEMAND 1204 .00
***** HYDRAULIC ANALYS IS COMPLETED *****
FIRE FLOW SCENARIO #2
* * * * * * * * * * * * K Y P I P E * * * * * * * * * * * *
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*
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Pipe Network Modeling Software
CopyRighted by KYPIPE LLC (www .kypipe.com)
Version: 7.003 09/15/2014
Serial #: 8-10088948
Interface: Classic
Licensed for Pipe2008
*
*
*
*
*
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* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *
Date & Time: Mon Apr 06 14:40:12 2015
Master File : c :\users\rabon metcalf\rme\projects\260-0551 ogg-creek meadows-
s7pl\engineering\055lwlra.KYP\0551wl ra.P2K
************************************************
S U M M A R Y 0 F 0 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 ............ gallon s/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-7 130.00 12 .00 135.0000 0.91
P-10 J-4 FH-4 133.00 8 .00 139.0000 0 .57
P-11 FH-4 BOV-2 333 .00 4 .00 139 . 0000 3 .17
P-12 J -4 J-5 296.00 8 .00 139.0000 0 .74
P-13 J-5 FH-5 183.00 6.00 140.0000 0 .57
P-14 J-6 J-1 423 .00 12.00 135 .0000 0 .00
P-15 J -6 FH-5 351 .00 6.00 139.0000 0 .57
P-16 J-5 FH-6 566.00 8.00 139.0000 0.57
P-17 FH-6 BOV-3 340 .00 4 .00 139.0000 6.00
P-18 J-5 FH-7 883 .93 8 .00 140 .0000 l. 54
P-19 FH-7 J-8 587 . 64 8 .00 140.0000 0 .57
P-2 J -1 J -2 170.00 8 .00 136.0000 0 .74
P-20 J-7 J-6 2187 .00 12 .00 135.0000 0 .00
P-21 J -8 FH-8 677.00 8 .00 140 .0000 0 .00
P-22 J-8 FH-9 219.85 8 .00 140 .0000 0 .00
P-23 FH-8 J-7 160.00 8 .00 140 .0000 3 .57
P-24 FH-9 F-10 445 .86 8 .00 140 .0000 0.00
P-25 F-10 J -9 364.42 8.00 140 .0000 0.74
P-26 J -9 FH-11 194 .48 6 .00 140.0000 l. 67
P-27 FH-11 BOV-4 404.00 4.00 140.0000 3.17
P-3 J-2 FH-1 128 .00 8.00 136.0000 0.57
P-4 J -2 J -3 79.00 6.00 136. 0000 0.57
P-5 J -3 FH-2 478 .00 6.00 136.0000 0 .57
P-6 FH-2 BOV-1 374 .00 3 .00 140 .0000 0.17
P-7 J -3 FH-3 600 .00 6.00 136.0000 0.57
P-8 FH-3 FH-4 380 .00 6 .00 139.0000 6 .57
P-9 FH-1 J -4 562 .00 8 .00 139.0000 15.80
N 0 D E
NODE
NAME
BOV-2
BOV-4
BOV-1
BOV-3
F-10
FH-1
FH-11
FH-2
FH-3
FH-4
FH-5
FH-6
FH-7
FH-8
FH-9
J-1
J-2
J-3
J-4
J-5
J-6
J-7
J-8
J-9
R-1
D A T A
NODE
TITLE
FH-7
0 U T P U T 0 P T I 0 N
FIRE FLOW SCENARIO #2
EXTERNAL
DEMAND
(gpm)
13 .50
12.00
12 .00
7.50
9 .00
0 .00
0 .00
3 .00
19 .50
0 .00
0 .00
18 .00
0 .00
1015 .00
12 .00
0 .00
0 .00
7.50
25 .50
12 .00
13 .50
0 .00
15 .00
9 .00
DA T A
JUNCTION
ELEVATION
(ft)
299.00
289.00
296.00
296.50
0 .00
298.00
292 .00
294 .00
299.00
310 .00
300 .50
0 .00
299.00
307.50
299.00
297 .00
297.00
296.00
301. 00
303.00
300.00
310 .00
301. 00
292 .00
304 .00
EXTERNAL
GRADE
(ft)
465.00
OUTPUT SELECTION: ALL RESULTS ARE INCLUDED IN THE TABULATED OUTPUT
s y s T E M c 0 N F I G u RA T I 0 N
NUMBER OF PIPES ................... (P) 27
NUMBER OF END NODES ............... (J) 24
NUMBER OF PRIMARY LOOPS ........... (L) 3
NUMBER OF SUPPLY NODES ............ (F) 1
NUMBER OF SUPPLY ZONES ............ (Z) 1
Case: 0
RESULTS OBTAINED AFTER 5 TRIALS: ACCURACY 0 .34389E-04
S I M U L A T I 0 N D E S C R I P T I 0 N (L A B E L)
M.D.W. Centre -Phase One
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
CV -CHECK VALVE
FLOW RATE
gpm
HEAD MINOR
LOSS LOSS
ft ft
LINE HL+ML/
VELO. 1000
ft/s ft/f
HL/
1000
ft/f
FIRE FLOW SCENARIO #2
-----------------------------------------------------------------------------------------
P-1 R-1 J-7 1204.00 0 .43 0 .16 3.42 4 . 60
P-10 J -4 FH-4 -30 .79 0 .00 0 .00 0 .20 0 .03
P-11 FH-4 BOV-2 13.50 0 .05 0 .01 0.34 0 .18
P-12 J -4 J-5 134.76 0 .12 0 .01 0 .86 0 .42
P-13 J-5 FH-5 -127 .11 0 .26 0.02 1. 44 1. 52
P-14 J -6 J-1 215.76 0 .06 0 .00 0 .61 0 .14
P-15 J-6 FH-5 127 .11 0 .50 0 .02 1. 44 1. 49
P-16 J -5 FH-6 25.50 0 .01 0 .00 0 .16 0 .02
P-17 FH-6 BOV-3 7 .50 0 .02 0.00 0 .19 0 .06
P-18 J -5 FH-7 224 .38 0 .88 0 .05 1. 43 1. 06
P-19 FH-7 J-8 224 .38 0 .59 0.02 1. 43 1.03
P-2 J -1 J -2 215 .76 0 .17 0.02 1. 38 1.11
P-20 J -7 J -6 356 .38 0 .77 0 .00 1. 01 0 .35
P-21 J -8 FH-8 167.38 0 .39 0.00 1. 07 0.58
P-22 J -8 FH-9 42.00 0 .01 0 .00 0 .27 0 .04
P-23 FH-8 J-7 -847.62 1. 88 1. 62 5.41 21. 86
P-24 FH-9 F-10 30 .00 0 .01 0 .00 0 .19 0 .02
P-25 F-10 J -9 21. 00 0 .00 0 .00 0.13 0 .01
P-26 J-9 FH-11 12.00 0 .00 0.00 0 .14 0 .02
P-27 FH-11 BOV-4 12.00 0 .05 0 .00 0 .31 0.14
P-3 J -2 FH-1 129.47 0 .05 0 .01 0 .83 0.43
P-4 J-2 J -3 86.29 0 .06 0.01 0 .98 0 .84
P-5 J -3 FH-2 15.00 0 .01 0 .00 0 .17 0.03
P-6 FH-2 BOV-1 12.00 0 .20 0.00 0 .54 0.53
P-7 J -3 FH-3 63.79 0 .25 0 .00 0 . 72 0 .42
P-8 FH-3 FH-4 44 .29 0 .08 0 .03 0 .50 0.27
P-9 FH-1 J -4 129.47 0 .21 0 .17 0 .83 0.66
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
------------------------------------------------------------------------------
BOV-2 13.50 462 .91 299.00
BOV-4 12.00 461. 21 289.00
BOV-1 12 .00 4 63 .11 296.00
BOV-3 7 .50 462.80 296.50
F-10 9 .00 461.28
FH-1 0 .00 463 .33 298 .00
FH-11 0 .00 461.27 292 .00
FH-2 3 .00 463 .31 294 .00
FH-3 19 .50 463.07 299.00
FH-4 0.00 462 .97 310.00
FH-5 0.00 4 63 .11 300 .50
FH-6 18.00 462 .83
FH-7 FH-7 0 .00 461 .90 299.00
FH-8 1015.00 460 .90 307 .50
FH-9 12.00 461.29 299.00
J -1 0 .00 463 .58 297 .00
J-2 0 .00 463 .39 297 .00
J -3 7 .50 463 .32 296.00
J-4 25.50 462 .96 301. 00
J -5 12 .00 462.84 303 .00
J -6 13.50 4 63.64 300 .00
J-7 0 .00 464.40 310 .00
J-8 15 .00 461.30 301. 00
J-9 9 .00 461.27 292 .00
R-1 465 .00 304 .00
S U M M A R Y 0 F I N F L 0 W S A N D 0 U T F L 0 W S
(+) INFLOWS INTO THE SYSTEM FROM SUPPLY NODES
(-) OUTFLOWS FROM THE SYSTEM INTO SUPPLY NODES
NODE FLOWRATE NODE
163.91 71. 03
172.21 74 .62
167 .11 72 . 42
166.30 72 .06
165.33 71. 64
169.27 73.35
169.31 73 .37
164.07 71.10
152.97 66.28
162 . 61 70 .47
162.90 70 .59
153.40 66 .47
162.29 70.32
166.58 72 .18
166.39 72 .10
167 .32 72.51
161.96 70 .18
159.84 69.26
163.64 70.91
154 .40 66.91
160.30 69.46
169.27 73 .35
161.00 69.77
3.33
0 .03
0 .16
0 .39
1. 42
0 .14
1. 44
0 .02
0.05
1. 00
1. 00
0.98
0 .35
0 .58
0 .04
11.73
0 .02
0 .01
0 .02
0 .13
0.38
0 .73
0 .03
0 .52
0 .42
0.20
0.37
FIRE FLOW SCENARIO #2
NAME gpm TITLE
R-1 1204.00
NET SYSTEM INFLOW 1204.00
NET SYSTEM OUTFLOW 0.00
NET SYSTEM DEMAND 1204.00
***** HYDRAULIC ANALYSIS COMPLETED *****
FIRE FLOW SCENARIO #3
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Pipe Network Modeling Software
CopyRighted by KYP I PE LLC (www .kypipe .com)
Version: 7 .003 09/15/2014
Serial #: 8-10088948
Interface: Classic
Licensed for Pipe2008
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Date & Time : Mon Apr 06 14 :43 :48 2015
Master File : c :\users\rabon metcalf\rme\projects\260-0551 ogg-creek meadows-
s7pl\engineering\055lwlra.KYP\055lwlra.P2K
************************************************
S U M M A R Y 0 F 0 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 -7 130 . 00 12.00 135. 0000 0.91
P-10 J-4 FH-4 133 .00 8.00 139.0000 0.57
P-11 FH-4 BOV-2 333.00 4.00 139. 0000 3.17
P-12 J-4 J -5 296 .00 8 .00 139. 0000 0.74
P-13 J -5 FH-5 183.00 6.00 140.0000 0.57
P-14 J-6 J -1 423 .00 12.00 135. 0000 0.00
P-15 J -6 FH-5 351.00 6.00 139 .0000 0.57
P-16 J -5 FH-6 566 .00 8.00 139 .0000 0.57
P-17 FH-6 BOV-3 340 .00 4.00 139 .0000 6.00
P-18 J -5 FH-7 883 .93 8 .00 140 .0000 1. 54
P-19 FH-7 J -8 587 .64 8 .00 140 . 0000 0.57
P-2 J -1 J -2 170 .00 8 .00 136 .0000 0.74
P-20 J-7 J -6 2187 .00 12.00 135 .0000 0.00
P-21 J -8 FH-8 677 .00 8 .00 140.0000 0.00
P-22 J -8 FH-9 219 .85 8 .00 140 .0000 0.00
P-23 FH-8 J -7 160 .00 8 .00 140 .0000 3.57
P-24 FH-9 F-10 445 .86 8 .00 140 . 0000 0.00
P-25 F-10 J-9 364 .42 8 .00 140.0000 0.74
P-26 J -9 FH-11 194.48 6.00 140 .0000 1. 67
P-27 FH-11 BOV-4 404 .00 4.00 140 .0000 3.17
P-3 J-2 FH-1 128.00 8 .00 136.0000 0.57
P-4 J -2 J -3 79.00 6.00 136 .0000 0.57
P-5 J -3 FH-2 478.00 6.00 136.0000 0.57
P-6 FH-2 BOV-1 374 .00 3.00 140.0000 0.17
P-7 J -3 FH-3 600.00 6.00 136.0000 0.57
P-8 FH-3 FH-4 380 .00 6.00 139 .0000 6.57
P-9 FH-1 J -4 562.00 8.00 139 .0000 15.80
FIRE FLOW SCENARIO #3
N 0 D E
NODE
NAME
BOV-2
BOV-4
BOV-1
BOV-3
F-10
FH-1
FH-11
FH-2
FH-3
FH-4
FH-5
FH-6
FH-7
FH-8
FH-9
J-1
J-2
J-3
J-4
J-5
J-6
J-7
J -8
J-9
R-1
DAT A
NODE
TITLE
FH-7
0 U T P U T 0 P T I 0 N
EXTERNAL
DEMAND
{gpm)
13 .50
12 .00
12 .00
7 .50
9 .00
0 .00
0 .00
3 .00
19 .50
0.00
0 .00
18 .00
0 .00
15 .00
1012 .00
0 .00
0 .00
7 .50
25 .50
12 .00
13.50
0.00
15.00
9 .00
DAT A
JUNCTION
ELEVATION
{ft)
299 .00
289.00
296.00
296.50
0 .00
298 .00
292.00
294.00
299 .00
310.00
300.50
0.00
299.00
307.50
299.00
297 .00
297 .00
296.00
301. 00
303.00
300.00
310.00
301.00
292.00
304.00
EXTERNAL
GRADE
{ft)
465 .00
OUTPUT SELECTION : ALL RESULTS ARE INCLUDED IN THE TABULATED OUTPUT
S Y S T E M C 0 N F I G U R A T I 0 N
NUMBER OF PIPES ................... {P) 27
NUMBER OF END NODES ............... (J) 24
NUMBER OF PRIMARY LOOPS ........... {L) 3
NUMBER OF SUPPLY NODES ............ {F) 1
NUMBER OF SUPPLY ZONES ............ (Z) 1
Case : 0
RESULTS OBTAINED AFT ER 5 TRIALS : ACCURACY 0.43878E-06
S I M U L A T I 0 N D E S C R I P T I 0 N (L A B E L)
M.D.W. Centre -Phase One
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
CV -CHECK VALVE
FLOWRATE
gpm
HEAD MINOR LINE HL+ML/
LOSS LOSS VELO. 1000
ft ft ft/s ft/f
HL/
1000
ft/f
FIRE FLOW SCENARIO #3
-----------------------------------------------------------------------------------------
P-1 R-1 J -7 1204 .00 0 .43 0 .16 3.42 4 . 60 3 .33
P-10 J -4 FH-4 -60 .94 0 .01 0 .00 0.39 0 .10 0 .09
P-11 FH-4 BOV-2 13 .50 0 .05 0 .01 0.34 0 .18 0 .16
P-12 J -4 J-5 229.38 0 .31 0 .02 1. 46 1.14 1. 06
P-13 J-5 FH-5 -193 .70 0 .57 0 .04 2.20 3 .33 3 .09
P-14 J-6 J-1 310 .38 0 .11 0.00 0.88 0 .27 0.27
P-15 J-6 FH-5 193 .70 1.10 0.04 2 .20 3 . 26 3.13
P-16 J -5 FH-6 25 .50 0 .01 0 .00 0.16 0 .02 0.02
P-17 FH-6 BOV-3 7 .50 0 .02 0 .00 0.19 0 .06 0 .05
P-18 J -5 FH-7 385 .57 2 .41 0 .14 2. 46 2 .89 2 .73
P-19 FH-7 J -8 385 .57 1. 60 0.05 2. 46 2.82 2 .73
P-2 J-1 J -2 310 .38 0 .33 0 .05 1. 98 2 .19 1. 92
P-20 J-7 J -6 517 .57 1. 53 0 .00 1. 47 0 .70 0 .70
P-2 1 J-8 FH-8 -671 . 43 5 .16 0.00 4.29 7 . 62 7 . 62
P-22 J-8 FH-9 1042 .00 3.78 0 .00 6.65 17.19 17 .19
P-23 FH-8 J -7 -686 .43 1. 27 1. 06 4.38 14.58 7 .93
P-24 FH-9 F-10 30 .00 0 .01 0 .00 0 .19 0 .02 0.02
P-25 F-10 J -9 21. 00 0 .00 0 .00 0.13 0 .01 0 .01
P-26 J-9 FH-11 12 .00 0 .00 0 .00 0.14 0.02 0 .02
P-27 FH-11 BOV-4 12 .00 0 .05 0 .00 0.31 0.14 0 .13
P-3 J -2 FH-1 193 .93 0 .10 0 .01 1. 24 0.91 0 .81
P-4 J-2 J -3 116 .44 0 .10 0 .02 1. 32 1. 47 1. 27
P-5 J -3 FH-2 15 .00 0 .01 0 .00 0.17 0 .03 0.03
P-6 FH-2 BOV-1 12 .00 0 .20 0.00 0.54 0 .53 0.52
P-7 J-3 FH-3 93 .94 0 .51 0 .01 1. 07 0 .87 0.85
P-8 FH-3 FH-4 74 .44 0 .20 0 .07 0.84 0 . 72 0 .53
P-9 FH-1 J -4 193 .93 0 .43 0 .38 1.24 1. 44 0 .77
N 0 D E R E S U L T S
NODE NODE EXTERNAL HYDRAULIC NODE PRESSURE NODE
NAME TI TLE DEMAND GRADE ELEVATION HEAD PRESSURE
gpm f t ft ft psi
------------------------------------------------------------------------------
BOV-2 13 .50 461.41 299.00 162.41 70 .38
BOV-4 12 .00 453 .06 289.00 164 .06 71. 09
BOV-1 12 .00 462 .06 296.00 166.06 71 . 96
BOV-3 7 .50 4 61. 09 296.50 164 .59 71. 32
F-10 9 .00 453 .12
FH-1 0 .00 462 . 27 298 .00 164.27 71 .18
FH-11 0 .00 453 .12 292 .00 161.12 69 .82
FH-2 3 .00 462 . 26 294.00 168. 2 6 72 . 91
FH-3 19 .50 4 61. 7 5 299.00 162 .75 70 .52
FH-4 o.oo 461.47 310.00 151.47 65.64
FH-5 0.00 461.73 300.50 161.23 69 .87
FH-6 18 .00 461.11
FH-7 FH-7 0.00 458 .57 299.00 159 .57 69.15
FH-8 15 .00 462 .07 307.50 154.57 66.98
FH-9 1012 .00 453 .13 299.00 154 .13 66.79
J-1 0 .00 462 . 76 297 .00 165 . 76 71. 83
J-2 0 .00 462 .39 297 .00 165 .39 71 . 67
J-3 7 .50 462 .27 296.00 166.27 72 .05
J-4 25 .50 4 61. 4 6 301. 00 160.46 69 .53
J-5 12 .00 461.12 303.00 158 .12 68 .52
J-6 13 .50 462 .87 300.00 162 .87 70.58
J-7 0.00 464 .40 310 .00 154 .40 66.91
J-8 15 .00 456.91 301. 00 155 .91 67 . 56
J-9 9 .00 453 .12 292.00 161 .12 69 .82
R-1 465 .00 304 .00 161.00 69 .77
s u M M A R Y 0 F I N F L 0 W S A N D 0 U T F L 0 W S
(+) INFLOWS INTO THE SYSTEM FROM SUPPLY NODES
(-) OUTFLOWS FROM THE SYSTEM INTO SUPPLY NODES
NODE FLOWRATE NODE
FIRE FLOW SCENARIO #3
NAME gpm TITLE
R-1 1204.00
NET SYSTEM INFLOW 1204 .00
NET SYSTEM OUTFLOW 0 .00
NET SYSTEM DEMAND 1204 .00
***** HYDRAULIC ANALYSI S COMPLETED *****
FIRE FLOW SCENARIO #4
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Pipe Net work Modeling Software
CopyRighted by KYPIPE LLC (www.kypipe.com)
Version : 7 .003 09/15/2014
Serial #: 8-10088948
Interface: Classic
Licensed for Pipe2008
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*
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Date & Time: Mon Apr 06 14:47 :24 2015
Master File : c :\user s\rabon metcalf\rme\proj ects\260-0551 ogg-creek meadows-
s7pl\engi neering\055lwlra.KYP\055lwlra .P2K
************************************************
S U M M A R Y 0 F 0 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 ............ gall on s/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-7 130 .00 12.00 135 .0000 0.91
P-10 J -4 FH-4 133. 00 8.00 139 .0000 0.57
P-11 FH-4 BOV-2 333 .00 4 .00 139.0000 3.17
P-12 J-4 J-5 296 .00 8.00 139.0000 0.74
P-13 J-5 FH-5 183 .00 6.00 140 .0000 0 .57
P-14 J-6 J -1 423 .00 12.00 135 .0000 0.00
P-15 J -6 FH-5 351. 00 6.00 139 .0000 0.57
P-16 J-5 FH-6 566 .00 8 .00 139 .0000 0.57
P-17 FH-6 BOV-3 340.00 4 .00 139 .0000 6 .00
P-18 J-5 FH-7 883 .93 8 .00 140 .0000 1. 54
P-19 FH-7 J -8 587 .64 8.00 140 .0000 0 .57
P-2 J -1 J-2 170 .00 8 .00 136.0000 0.74
P-20 J-7 J -6 2187 .00 12.00 135 .0000 0 .00
P-21 J -8 FH-8 677 .00 8 .00 140.0000 0 .00
P-22 J -8 FH-9 219 .85 8 .00 140.0000 0 .00
P-23 FH-8 J-7 160.00 8 .00 140 .0000 3 .57
P-24 FH-9 F-10 444 .02 8 .00 140 .0000 0 .00
P-25 F-10 J -9 368 .0 4 8 .00 140.0000 0.74
P-26 J-9 FH-11 194 .48 6.00 140.0000 1. 67
P-27 FH-11 BOV-4 404 .00 4 .00 140.0000 3 .17
P-3 J-2 FH-1 128 .00 8.00 136.0000 0 .57
P-4 J -2 J-3 79 .00 6.00 136. 0000 0.57
P-5 J -3 FH-2 478 .00 6.00 136. 0000 0 .57
P-6 FH-2 BOV-1 374 .00 3.00 1 40 .0000 0.17
P-7 J-3 FH-3 600 .00 6.00 136.0000 0 .57
P-8 FH-3 FH-4 380 .00 6.00 139. 0000 6.57
P-9 FH-1 J-4 562 .00 8.00 139.0000 15 .80
FIRE FLOW SCENARIO #4
N 0 D E DAT A
NODE
NAME
BOV-2
BOV-4
BOV-1
BOV-3
F-10
FH-1
FH-11
FH-2
FH-3
FH-4
FH-5
FH-6
FH-7
FH-8
FH-9
J -1
J-2
J -3
J-4
J-5
J-6
J-7
J-8
J-9
R-1
0 U T P U T
NODE
TITLE
FH-7
0 P T I 0 N
EXTERNAL
DEMAND
(gpm)
13.50
12 .00
12 .00
7 .50
1009.00
0 .00
0 .00
3 .00
19.50
0.00
0 .00
18 .00
0 .00
15.00
12.00
0.00
0.00
7.50
25 .50
12.00
13 .50
0.00
15.00
9 .00
D A T A
JUNCTION
ELEVATION
(ft)
299 .00
289 .00
296.00
296 .50
0.00
298 .00
292 .00
294.00
299 .00
310 .00
300 .50
0 .00
299 .00
307 .50
299 .00
297 .00
297.00
296.00
301.00
303.00
300.00
310.00
301. 00
292.00
304 .00
EXTERNAL
GRADE
(ft)
465 .00
OUTPUT SELECTION : ALL RESULTS ARE INCLUDED IN THE TABULATED OUTPUT
s y s T E M c 0 N F I G u RA T I 0 N
NUMBER OF PIPES ................... (P) 27
NUMBER OF END NODES ............... (J) 24
NUMBER OF PRIMARY LOOPS ........... (L) 3
NUMBER OF SUPPLY NODES ............ (F) 1
NUMBER OF SUPPLY ZONES .•••...••.•• ( z) 1
Case: 0
RESULTS OBTAINED AFTER 5 TRIALS : ACCURACY 0.39117E-06
S I M U L A T I 0 N D E S C R I P T I 0 N (L A B E L)
M.D .W. Centre -Phase One
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
CV -CHECK VALVE
FLOWRATE HEAD MINOR LINE HL+ML/
LOSS LOSS VELO. 1000
gpm ft ft ft/s ft/f
HL/
1000
ft/f
FIRE FLOW SCENARIO #4
-----------------------------------------------------------------------------------------
P-1 R-1 J-7 1204 .00 0. 43 0.16 3.42 4.60
P-10 J-4 FH-4 -60 .94 0.01 0 .00 0 .39 0 .10
P-11 FH-4 BOV-2 13.50 0.05 0.01 0.34 0.18
P-12 J-4 J-5 229 .38 0.31 0 .02 1. 46 1.14
P-13 J-5 FH-5 -193.70 0.57 0 .04 2.20 3 .33
P-14 J-6 J-1 310.38 0 .11 0 .00 0.88 0 .27
P-15 J-6 FH-5 193.70 1.10 0.04 2 .20 3 .26
P-16 J-5 FH-6 25 .50 0 .01 0.00 0.16 0 .02
P-17 FH-6 BOV-3 7.50 0 .02 0 .00 0.19 0 .06
P-18 J-5 FH-7 385 .57 2 .41 0.14 2. 46 2.89
P-19 FH-7 J-8 385.57 1. 60 0.05 2 .46 2 .82
P-2 J-1 J-2 310 .38 0.33 0 .05 1. 98 2.19
P-20 J-7 J-6 517.57 1. 53 0 .00 1. 47 0.70
P-21 J-8 FH-8 -671 . 43 5.16 0.00 4.29 7 . 62
P-22 J-8 FH-9 1042 .00 3.78 0 .00 6 .65 17.19
P-23 FH-8 J-7 -686.43 1.27 1. 06 4.38 14.58
P-24 FH-9 F-10 1030.00 7 .47 0 .00 6 .57 16. 82
P-25 F-10 J-9 21. 00 0.00 0 .00 0.13 0.01
P-26 J-9 FH-11 12.00 0.00 0.00 0.14 0.02
P-27 FH-11 BOV-4 12.00 0.05 0.00 0.31 0 .14
P-3 J-2 FH-1 193.93 0.10 0.01 1. 24 0.91
P-4 J-2 J-3 116.44 0.10 0.02 1. 32 1. 47
P-5 J-3 FH-2 15.00 0.01 0.00 0.17 0 .03
P-6 FH-2 BOV-1 12.00 0.20 0 .00 0 .54 0.53
P-7 J-3 FH -3 93 .94 0.51 0 .01 1.07 0.87
P-8 FH-3 FH-4 74 .44 0 .20 0.07 0.84 0. 72
P-9 FH-1 J-4 193.93 0 . 43 0.38 1.24 1. 44
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 ------------------------------------------------------------------------------
BOV-2 13.50 4 61. 41 299 .00
BOV-4 12.00 445.60 289 .00
BOV-1 12.00 462.06 296 .00
BOV-3 7.50 461. 09 296 .50
F-10 1009.00 445.67
FH-1 0.00 462.27 298 .00
FH-11 0.00 445.66 292.00
FH-2 3.00 462.26 294 .00
FH-3 19.50 461.75 299 .00
FH-4 0 .00 4 61. 4 7 310 .00
FH-5 0.00 461.73 300.50
FH-6 18.00 461.11
FH-7 FH-7 0 .00 458.57 299.00
FH-8 15.00 462.07 307.50
FH-9 12.00 453 .13 299 .00
J-1 0 .00 462.76 297.00
J-2 0 .00 462.39 297 .00
J-3 7.50 462.27 296.00
J-4 25.50 4 61. 4 6 301.00
J-5 12.00 461.12 303 .00
J-6 13.50 462.87 300 .00
J-7 0 .00 464.40 310 .00
J-8 15.00 456.91 301 .00
J-9 9 .00 445.66 292.00
R-1 465.00 304 .00
S U M M A R Y 0 F I N F L 0 W S A N D 0 U T F L 0 W S
('+) INFLOWS INTO THE SYSTEM FROM SUPPLY NODES
(-) OUTFLOWS FROM THE SYSTEM INTO SUPPLY NODES
NODE FLOWRATE NODE
162.41 70.38
156.60 67 .86
166.06 71. 96
164.59 71. 32
164.27 71.18
153.66 66.58
168. 2 6 72 . 91
162.75 70.52
151.47 65.64
161.23 69 .87
159.57 69.15
154.57 66.98
154 .13 66 .79
165.76 71. 83
165.39 71 .67
166.27 72. 05
160.46 69 .53
158.12 68 .52
162.87 70.58
154.40 66 .91
155.91 67.56
153.66 66 .59
161. 00 69 .77
3.33
0.09
0.16
1. 06
3.09
0.27
3.13
0.02
0.05
2.73
2.73
1. 92
0.70
7 . 62
17 .19
7 .93
16. 82
0 .01
0 .02
0 .13
0.81
1. 27
0 .03
0 .52
0 .85
0 .53
0 . 77
NAME
R-1
NET SYSTEM INFLOW
NET SYSTEM OUTFLOW
NET SYSTEM DEMAND
gpm
1204.00
1204.00
0 .00
1204.00
FIRE FLOW SCENARIO #4
TITLE
***** HYDRAULIC ANALYSIS COMPLETED *****
FIRE FLOW SCENARIO #5
* * * * * * * * * * * * K Y P I P E * * * * * * * * * * * *
*
*
*
*
*
*
*
*
*
Pipe Network Modeling Software
CopyRighted by KYPIPE LLC (www.kypipe.com)
Version: 7 .003 09/15/2014
Serial #: 8-10088948
Interface: Classic
Licensed for Pipe2008
*
*
*
*
*
*
*
*
*
* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *
Date & Time : Mon Apr 06 14:50:40 2015
Master File : c :\users\rabon metcalf\rme\projects\260-0551 egg-creek meadows-
s7pl\engineering\055lwlra.KYP\055lwlra.P2K
************************************************
S U M M A R Y 0 F 0 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-7 130.00 12.00 135.0000 0.91
P-10 J-4 FH-4 133 . 00 8.00 139.0000 0.57
P-11 FH-4 BOV-2 333 .00 4.00 139.0000 3.17
P-12 J-4 J-5 296.00 8.00 139.0000 0.74
P-13 J-5 FH-5 183.00 6.00 140.0000 0 .57
P-14 J-6 J-1 423 .00 12 .00 135.0000 0.00
P-15 J-6 FH-5 351.00 6 .00 139.0000 0.57
P-16 J-5 FH-6 566.00 8 .00 139.0000 0.57
P-17 FH-6 BOV-3 340.00 4.00 139.0000 6.00
P-18 J-5 FH-7 883.93 8.00 140.0000 1. 54
P-19 FH-7 J-8 587. 64 8.00 140.0000 0 .57
P-2 J-1 J-2 170.00 8.00 136.0000 0 .74
P-20 J-7 J-6 2187.00 12.00 135.0000 0 .00
P-21 J-8 FH-8 677 .00 8 .00 140.0000 0 .00
P-22 J-8 FH-9 219.85 8.00 140.0000 0.00
P-23 FH-8 J-7 160.00 8 .00 140.0000 3 .57
P-24 FH-9 F-10 444 .02 8.00 140.0000 0.00
P-25 F-10 J-9 368.04 8.00 140.0000 0.74
P-26 J-9 FH-11 201.46 6.00 140.0000 1. 67
P-27 FH-11 BOV-4 404 .00 4.00 140.0000 3 .17
P-3 J-2 FH-1 128.00 8 .00 136.0000 0.57
P-4 J-2 J-3 79.00 6.00 136.0000 0.57
P-5 J-3 FH-2 478.00 6.00 136.0000 0.57
P-6 FH-2 BOV-1 374.00 3.00 140.0000 0.17
P-7 J-3 FH-3 600 .00 6.00 136. 0000 0.57
P-8 FH-3 FH-4 380.00 6 .00 139.0000 6.57
P-9 FH-1 J-4 562.00 8 .00 139.0000 15.80
N 0 D E
NODE
NAME
BOV-2
BOV-4
BOV-1
BOV-3
F-10
FH-1
FH-11
FH-2
FH-3
FH-4
FH-5
FH-6
FH-7
FH-8
FH-9
J-1
J-2
J-3
J-4
J-5
J-6
J-7
J-8
J-9
R-1
D A T A
NODE
TITLE
FH-7
0 U T P U T 0 P T I 0 N
FIRE FLOW SCENARIO #5
EXTERNAL
DEMAND
(gpm)
13 .50
12 .00
12 .00
7 .50
9.00
0.00
1000 .00
3.00
19 .50
0.00
0 .00
18 .00
0 .00
15.00
12.00
0.00
0.00
7.50
25.50
12 .00
13 .50
0 .00
15 .00
9 .00
D A T A
JUNCTION
ELEVATION
(ft)
299 .00
289 .00
296 .00
296 .50
0.00
298.00
292 .00
294.00
299.00
310.00
300.50
0.00
299.00
307 .50
299 .00
297.00
297.00
296.00
301. 00
303.00
300.00
310.00
301.00
292 .00
304 .00
EXTERNAL
GRADE
(ft)
465 .00
OUTPUT SELECTION: ALL RESULTS ARE INCLUDED IN THE TABULATED OUTPUT
s y s T E M c 0 N F I G u RA T I 0 N
NUMBER OF PIPES ................... {P) 27
NUMBER OF END NODES ............... (J) 24
NUMBER OF PRIMARY LOOPS ........... (L) 3
NUMBER OF SUPPLY NODES ............ (F) 1
NUMBER OF SUPPLY ZONES ............ {Z) 1
Case: 0
RESULTS OBTAINED AFTER 5 TRIALS : ACCURACY 0.32142E-06
S I M U L A T I 0 N D E S C R I P T I 0 N (L A B E L)
M.D.W. Centre -Phase One
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
CV -CHECK VALVE
FLOWRATE
gpm
HEAD MINOR
LOSS LOSS
ft ft
LINE HL+ML/
VELO. 1000
ft/s ft/f
HL/
1000
ft/f
FIRE FLOW SCENARIO #5
-----------------------------------------------------------------------------------------
P-1 R-1 J -7 1204.00 o. 43 0.16 3.42 4 .60 3 .33
P-10 J-4 FH-4 -60 .94 0 .01 0.00 0.39 0 .10 0 .09
P-11 FH-4 BOV-2 13 .50 0 .05 0.01 0.34 0 .18 0 .16
P-12 J-4 J-5 229.38 0 .31 0.02 1. 46 1.14 1. 06
P-13 J-5 FH-5 -193.70 0 .57 0.04 2.20 3 .33 3 .09
P-14 J-6 J-1 310.38 0.11 0.00 0.88 0 .27 0 .27
P-15 J-6 FH-5 193 .70 1.10 0.04 2.20 3 . 26 3 .13
P-16 J -5 FH-6 25 .50 0 .01 0.00 0.16 0.02 0 .02
P-17 FH-6 BOV-3 7 .50 0 .02 0.00 0.19 0.06 0.05
P-18 J -5 FH-7 385 .57 2 .41 0.14 2.46 2 .89 2 .73
P-19 FH-7 J-8 385 .57 1. 60 0 .05 2. 4 6 2 .82 2 .73
P-2 J -1 J -2 310 .38 0.33 0.05 1. 98 2.19 1. 92
P-20 J-7 J-6 517 .57 1. 53 0 .00 1. 47 0.70 0.70
P-21 J-8 FH-8 -671. 43 5 .16 0 .00 4 .29 7 . 62 7 .62
P-22 J-8 FH-9 1042 .00 3 .78 0 .00 6.65 17 .19 17.19
P-23 FH-8 J -7 -686 .43 1. 27 1. 06 4.38 14.58 7 .93
P-24 FH-9 F-10 1030 .00 7.47 0 .00 6.57 16.82 16.82
P-25 F-10 J -9 1021.00 6.09 0 .49 6.52 17 .88 16.55
P-26 J-9 FH-11 1012.00 13.31 3 .42 11. 48 83.06 66.09
P-27 FH-11 BOV-4 12.00 0.05 0.00 0 .31 0.14 0 .13
P-3 J-2 FH-1 193.93 0.10 0 .01 1. 24 0.91 0.81
P-4 J -2 J-3 116.44 0.10 0.02 1. 32 1. 47 1. 27
P-5 J-3 FH-2 15 .00 0 .01 0.00 0.17 0.03 0.03
P-6 FH-2 BOV-1 12.00 0 .20 0.00 0.54 0.53 0.52
P-7 J -3 FH-3 93 .94 0 .51 0.01 1. 07 0.87 0.85
P-8 FH-3 FH-4 74 .44 0 .20 0.07 0.84 0 . 72 0.53
P-9 FH-1 J -4 193 .93 0 .43 0.38 1. 24 1. 44 0.77
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
------------------------------------------------------------------------------
BOV-2 13.50 4 61. 41 299.00 162 . 41 70 .38
BOV-4 12 .00 422 .30 289.00 133 .30 57 .76
BOV-1 12.00 462.06 296.00 166.06 71. 96
BOV-3 7.50 461.09 296.50 164.59 71.32
F-10 9.00 445.67
FH-1 0 .00 462 .27 298.00 164 .27 71 .18
FH-11 1000.00 422.35 292 .00 130.35 56 . 49
FH-2 3.00 462. 26 294.00 168 .26 72 . 91
FH-3 19 .50 461.75 299 .00 162 .75 70 .52
FH-4 0 .00 461.47 310.00 151.47 65 .64
FH-5 0.00 461.73 300.50 161. 23 69 .87
FH-6 18.00 461.11
FH-7 FH-7 0 .00 458.57 299 .00 159.57 69 .15
FH-8 15.00 4 62 . 07 307.50 154.57 66.98
FH-9 12 .00 453 .13 299 .00 154.13 66 .79
J -1 0 .00 462 . 76 297.00 165. 76 71. 83
J-2 0 .00 462.39 297 .00 165.39 71. 67
J-3 7 .50 462 .27 296 .00 166.27 72.05
J-4 25.50 461 .46 301. 00 160.46 69 .53
J-5 12.00 461.12 303.00 158.12 68 .52
J -6 13 .50 462 .87 300.00 162.87 70 .58
J -7 0 .00 464 .40 310 .00 154.40 66.91
J-8 15 .00 456.91 301. 00 155.91 67 .56
J-9 9 .00 439.09 292.00 147.09 63.74
R-1 465.00 304.00 161. 00 69.77
s u MM ARY 0 F I N F L 0 W S A N D 0 U T F L 0 W S
(+) INFLOWS INTO THE SYSTEM FROM SUPPLY NODES
(-) OUTFLOWS FROM THE SYSTEM INTO SUPPLY NODES
NODE FLOWRATE NODE
FIRE FLOW SCENARIO #5
NAME gpm TITLE
R-1 1204.00
NET SYSTEM INFLOW 1204 .00
NET SYSTEM OUTFLOW 0 .00
NET SYSTEM DEMAND 1204 .00
***** HYDRAULIC ANALYSIS COMPLETED *****
SANITARY SEWER SYSTEM MAP
WINSTORM HYDRAULIC ANALYSIS DATA
stmOutput .txt
WinStorm (STORM DRAIN DESIGN) Version 3.05 , Jan . 25 , 2002
Run @ 4/6/2015 3 :21 :33 PM
PROJECT NAME : 260
JOB NUMBER 0532
PROJECT DESCRIPTION : Creek Meadows -Section 7 , Phase One & Two
DESIGN FREQUENCY
MEASUREMENT UNITS :
2 Years
ENGLISH
OUTPUT FOR DESIGN FREQUENCY of: 2 Years
===========================================
Runoff Computation for Design Frequency .
=============================================================================
ID C Value Area
(acre)
Tc
(min)
MH-2 0.0 0 .00 10 .00
MH-3 0 .0 0 .00 10 .00
MH-5 0 .0 0.00 10.00
MH-7 0 .0 0 .00 10 .00
MH-8 0 .0 0.00 10 .00
MH-9 0.0 0 .00 10 .00
MH-10 0 .0 0 .00 10 .00
H-11 0 .0 0 .00 10 .00
H-12 0.0 0 .00 10.00
MH-4 0 .0 0 .00 10 .00
Cumulati ve Junction Discharge
Tc Used
(min)
0.00
0 .00
0 .00
0.00
0.00
0.00
0 .00
0 .00
0 .00
0.00
Computations
Intensity
(in/hr)
0 .00
0 .00
0 .00
0 .00
0 .00
0 .00
0 .00
0 .00
0 .00
0 .00
Supply Q
(cfs )
0 .117
0 .015
0 .012
0 .025
0 .012
0 .012
0 .030
0 .017
0 .025
0 .008
Total Q
(cfs )
0.117
0 .015
0 .012
0.025
0 .012
0 .012
0 .0 30
0 .017
0 .025
0 .008
=================================================================================
Node Node Weighted Cumulat. Cumulat . Intens . User Additional Total
I. D. Type C-Value Dr.Area Tc Su pply Q Q in Node Disch .
(acres) (min) (in/hr) cfs) (cfs ) (cfs)
---------------------------------------------------------------------------------
CMLS CircMh 0 .000 0.00 19.07 L55 0 .273 0 .00 0 .273
MH-1 CircMh 0.000 0 .00 19.07 4 .55 0 .2 73 0 .00 0 .273
MH-2 CircMh 0 .000 0.00 0.00 0 .00 0 .117 0 .00 0 .117
MH-3 CircMh 0 .000 0.00 18 .09 4 .69 0.156 0 .00 0 .156
MH-4 CircMh 0 .000 0.00 16.97 4 .86 0 .141 0 .00 0 .141
MH-5 CircMh 0 .000 0.00 15 .35 5 .13 0 .133 0 .00 0 .133
MH-6 CircMh 0 .000 0.00 14.44 5 .30 0 .121 0 .00 0 .121
MH-7 CircMh 0 .000 0.00 13.57 5.47 0 .121 0 .00 0 .121
MH-8 CircMh 0.000 0 .00 10 .00 6 .33 0 .096 0 .00 0.096
MH-9 CircMh 0 .000 0 .00 10 .00 6.33 0 .084 0 .00 0 .084
MH-10 CircMh 0.000 0.00 10.00 6 .33 0 .047 0 .00 0 .047
MH-11 CircMh 0 .000 0 .00 0 .00 0 .00 0 .017 0 .00 0 .017
MH-12 CircMh 0 .000 0 .00 0 .00 0 .00 0 .025 0 .00 0 .025
---------------------------------------------------------------------------------
Page 1
stmOutput .txt
onveyance Configuration Data
-=================================================================================
Run# Node I. D. Flowline Elev.
us OS us OS Shape # Span Rise Length Slope n value
(ft) (ft) (ft) (ft) (ft) ( % )
----------------------------------------------------------------------------------
1 MH-1 CMLS 274 .48 274.28 Circ 1 0.00 0.67 31 .14 0 .64 0 .013
2 MH-2 MH-1 275 .89 274.58 Circ 1 0 .00 0 .67 221 .39 0 .59 0 .013
3 MH-3 MH-1 276 .41 274.91 Circ 1 0 .00 0.50 145 .50 1. 03 0.013
4 MH-4 MH-3 277 .90 27 6 .51 Circ 1 0 .00 0.50 154 .41 0.90 0 .013
5 MH-5 MH-4 279 .96 278 .00 Circ 1 0 .00 0.50 218 .27 0 .90 0 .013
6 MH-6 MH-5 281 .14 280 .06 Circ 1 0.00 0.50 119 .40 0.90 0.013
7 MH-7 MH-6 282 .27 281.24 Circ 1 0.00 0.50 114.61 0 .90 0 .013
8 MH-8 MH-7 286 .36 282 .37 Circ 1 0.00 0.50 498.51 0.80 0 . 013
9 MH-9 MH-8 287 .95 286 .46 Circ 1 0 .00 0.50 249.34 0 .60 0.013
10 MH-10 MH-9 293 .58 288 .55 Circ 1 0.00 0 .50 335 .46 1. 50 0 .013
11 MH-11 MH-10 298 .61 293 .68 Circ 1 0 .00 0.50 349 .43 1. 41 0.013
12 MH-12 MH-9 289 .36 288.05 Circ 1 0.00 0.50 262 .28 0 .50 0.013
----------------------------------------------------------------------------------
Conveyance Hydraulic Computations. Tailwater = 0.000 (ft)
==================================================================================
Hydraulic Gradeline Depth
Run# US Elev OS Elev Fr.Slope Unif . Actual
(ft) (ft) ( % ) (ft) (ft)
1 274 .72 274 .52 0.050 0 .24 0 .24
2* 276 .05 274 .74 0.009 0 .16 0.16
3* 276 .59 275.09 0 .077 0 .18 0.18
4* 278 .08 276.69 0 .063 0 .18 0 .18
5* 280.13 278.17 0 .056 0.17 0.17
6* 281 .30 280 .22 0.046 0 .16 0.16
7* 282 .4 3 281.40 0 .046 0 .16 0.16
8* 286.51 282.52 0.029 0 .15 0.15
9* 288 .1 0 286.61 0 .022 0 .15 0.15
10* 293 .67 288.64 0 .007 0.09 0.09
11* 298.67 293.74 0 .001 0 .06 0.06
12* 289 .44 288 .13 0 .002 0.08 0 .08
Velocity
Unif. Actual
(f/s) (f/s)
2 .39 2 .39
1. 82 1. 82
2 .48 2 .48
2 .29 2.29
2 .24 2 .24
2 .19 2.19
2 .19 2 .19
1. 97 1. 97
1. 70 1. 70
1. 99 1. 99
1. 42 1. 42
1.13 1.13
Q
(cfs)
0.27
0.12
0 .16
0.14
0.13
0.12
0.12
0.10
0.08
0 .05
0 .02
0.03
Cap
(cfs)
0 .98
0.94
0.57
0.53
0 .53
0.53
0.53
0.50
0.43
0.69
0.67
0.40
June
Loss
(ft)
0.000
0 .000
0.000
0.000
0.000
0 .000
0.000
0.000
0.000
0.000
0.000
0.000
===================================END============================================
* Super critical flow .
NORMAL TERMINATION OF WINSTORM.
Warning Messages for current project:
Runoff Frequency of : 2 Years
Tail water set to uniform depth elevation = 274 .52(ft)
Drop flowline elevation. Downstream HGL set to uniform depth elevation at Run# 3
Drop flowline elevation. Downstream HGL set to uniform depth elevation at Run# 10
rop flowline elevation . Downstream HGL set to uniform depth elevation at Run# 11
Page 2