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��Sch�ultz Engineering, LLS HARPER'S CROSSING SCALE IXHIBR
\_t__� SUBDIVISION SANITARY SEWER µ
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In
Appendix B
Harper's Crossing Subdivision
Sanitary Sewer Analysis
Line
Flow Calculations
Pipe
Calculations Pipe Flows
0 o d
a -o i
Z t a 'z
Manning
Friction
Min
Design Actual
Pipe
Full
Full
Full
Peak
Peak
From '.. To
m m
.o
,o p
o 2 > —
Average Daily Flows
Infihration Peaking
t
Peak
Size
Material
Inside
Slope
Slope Slope (if
Slope
Flow
Flow
Flowl r
Flow Q
Flow
E 6
(ADF)
(10%ADP) Factor
Flows
Diameter
Peak
Peak known)
Check
Area
Q
FPS
CFS
FPS
o V "
Sq.Ft
CFS
x
.
a
Flows
Flows
267 267
MH k MH 8
GPD/101 GPD/lot
GPD
GPI) CFS
CFS
CFS
(in.)
Inches
%
% %
1
1 2
1 0 0
13,690 ! -
13.6801 0.0212
0.0021 4.00
0.0868
8
D3034
7.754
0.0061
0.40 2.00
OK
0,3279
1 1.5766
" 4.81
D.O666'..
2.38
2 ' E�asting
0 1 0
13,680 '', -
13,680 0.0212
0.0021 4.00
0.0868
8
D3034
7.754
.0061
0.40 L50
OK
0.3279
13654
'', 4.16; 0.D666 2.29