HomeMy WebLinkAboutSW6210504_1750-DITCH CALCS_202105281750 -Schabert Crossing Subdivision
Ditch Calculations
Ditch #5
Road A Sta. 0+00 to 1+50 left
Ditch #1
Road A Sta. 0+00 to 1+50 right
Tc = 15 min
DA = 0.81
Tc = 5 min
C = 0.45
DA = 0.07 ac
I = 5.32 in/hr
C = 0.70
1 = 7.88 in/hr
Q = 1.94 cfs
Q = 0.39 cfs
Ditch #6
Road A Sta. 2+50 to 5+00 left
Ditch #2
Road A Sta. 1+50 to 2+50 right
Tc = 15 min
DA = 1.85 ac
Tc = 15 min
C = 0.45
DA = 3.86 ac
I = 5.32 in/hr
C = 0.45
1 = 5.32
Q = 4.43 cfs
Q = 9.24 cfs
Ditch #7
Road A Sta. 5+00 to END left
Ditch #3
Road A Sta. 2+50 to 5+00 right
Tc = 15 min
DA = 0.31 ac
Tc = 5 min
C = 0.45
DA = 0.18
1 = 5.32 in/hr
C = 0.70
1 = 7.88 in/hr
Q = 0.74 cfs
Q = 0.99 CfS
Ditch #8
Road B Sta. 0+00 to 3+75 right
Ditch #4
Road A Sta. 5+00 to END right
Tc 15 min
Da 1.38 ac
Tc = 5 min
C = 0.45
DA = 0.09
1 = 5.32 in/hr
C 0.70
1 7.88 in/hr
Q = 3.30 cfs
Q = 0.50 cfs
Ditch #9
Road B Sta. 3+75 to END right
Tc = 15 min
DA = 0.69 ac
C = 0.45 ac
I = 5.32 in/hr
Q = 1.65 cfs
Ditch #10
Road B Sta. 0+00 to 3+75 left
Tc = 5 min
DA = 0.03
C = 0.70
1 = 7.88 in/hr
Q = 0.17 cfs
Ditch #11
Road B Sta. 3+75 to END left
Tc = 5 min
DA = 0.28 ac
C = 0.70
1 = 7.88 in/hr
Q = 1.54 cfs
Ditch #12
Road C Sta. 0+00 to 5+00 right
Tc = 30 min
DA = 2.88 ac
C 0.45
1 3.85 in/hr
Ditch #13
Road B Sta. 5+00 to END right
Tc = 30 min
DA = 4.63 ac
C = 0.45 ac
I = 3.85 in/hr
Q = 8.02 cfs
Ditch #14
Road C Sta. 0+00 to END left
Tc = 15 min
DA = 1.12 ac
C = 0.5
1 = 5.32 in/hr
Q = 2.98 cfs
Ditch #15
Road D Sta. 0+00 to 3+50 right
Tc = 5 min
DA = 0.24 ac
C = 0.70
1 = 7.88 in/hr
Q = 1.32 cfs
Ditch #16
Road D Sta. 3+50 to END right
Tc = 5 min
DA = 0.65 ac
C 0.70
1 7.88 in/hr
Q = 4.99 cfs Q = 3.59 cfs
n;+,k 4+1 -7
Road D Sta. 0+00 to 3+50 left
Tc = 5 min
DA = 0.21 ac
C 0.70
1 7.88 in/hr
Q= 1.16 cfs
Ditch #18
Road D Sta. 3+50 to END left
Tc = 5 min
DA = 0.28 ac
C 0.70
1 7.88 in/hr
Q = 1.54 cfs
Ditch #19
Tc = 30 min
DA = 4.00 ac
C 0.45
1 3.85 in/hr
Q = 6.93 cfs
Ditch #20
Tc = 15 min
DA = 1.50 ac
C 0.45
1 5.32 in/hr
Q = 3.59 cfs
n;+,k 4+11
Tc = 30 min
DA = 5.79 ac
C 0.45
1 3.85 in/hr
Q = 10. 03 cfs