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Transcript of Civil-MTP
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8/9/2019 Civil-MTP
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FROM
TO
SIZE(in)
TYPE
CLAS
S
LENGTH(ft)
ROOFDRAINS
I-2
8
PVC
SCH4
0
128.51
I-2
MH-1
8
PVC
SCH4
0
25
MH-1
FILTER
12
PVC
SCH4
0
4
FILTER
MH-5
12
PVC
SCH4
0
13
I-4
I-3
8
PVC
SCH4
0
36
I-3
MH-1
8
PVC
SCH4
0
32
STR#
TYPE
MH-1
MANHOLE
I-2
COSINLET
I-3
COSINLET
I-4
COSINLET
MH-5
MANHOLE
REMARKS
DETAIL'A'SHEETC.302
WATTSFD-460-FORAPPROVEDEQ
UAL
WATTSFD-460-FORAPPROVEDEQ
UAL
WATTSFD-460-FORAPPROVEDEQ
UAL
DETAIL'A'SHEETC.302
RUNOFF
RAINFALLRUNOFF
PIPE
PIPE
PIPE
MINIMUM
ACTUAL
TIMEIN
INLET/MH
COEFF
INTENSITY
"Q15"
CAPACITY
DIA
LENGTH
PIPE
PIPE
PIPE
TOP
FROM
TO
INC
TOTAL
"C"
INC
!A*C
INLETSYSTE
M
"I15"
Qu
Q
OUT
IN
SLOPE
SLOPE
FU
LL
DESIGN
(ac)
(ac)
(ac)
(ac)
(min)
(min)
(in/hr)
(cfs)
(cfs)
(in)
(ft)
(ft)
(ft)
(ft/ft)
(ft/ft)
(f
ps)
(fps)
(min)
(ft)
RfDr
I-2
0.17
0.17
0.90
0.153
0.153
5.00
5.00
7.56
1.16
1.59
8.00
193.34192.02
128.51
0.0092
0.0103
4.56
3.31
0.65
198.00
I-2
MH-1
0.01
0.18
0.90
0.009
0.162
5.00
5.65
7.56
1.22
1.34
8.00
191.92191.61
25.00
0.0103
0.0124
3.85
3.51
0.12
197.71
I-4
I-3
0.06
0.06
0.90
0.054
0.054
5.00
5.00
7.56
0.41
1.21
8.00
193.05192.69
36.00
0.0011
0.0100
3.46
1.17
0.51
197.55
I-3
MH-1
0.08
0.14
0.90
0.072
0.126
5.00
5.51
7.56
0.95
1.21
8.00
192.59192.27
32.00
0.0062
0.0100
3.46
2.73
0.20
197.55
MH-1
FILTER
0.00
0.32
0.90
0.000
0.288
5.00
5.71
7.56
2.18
5.63
12.00191.10191.00
4.00
0.0037
0.0250
7.17
2.77
0.02
197.71
FILTER
MH-5
SEESHEETC.304FORSAN
DFILTEROUTFALLFLOWCOMPUTATIONS
STRUCTURE
DRAINAGE
V
ELOCITY
AREA
ELEVATION
INVERT
TIMEOF
CONC
(AREA)X(C)
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