Answer:
Part A:
Volume of each basin=621.044 m^3
Part B:
Surface Area of Each basin=254.6932 m^2
Part C:
Width of each basin is 8ft=2.4384 m
Part D:
Length of each Basin=
(0.3048 is conversion for ft. to m)
Part E:
L:W=7.1391 (yes it satisfies the general geometry recommendation)
Part F:
Design Length will be 18 m.
Part G:
Design Width will be 8ft exactly depending on units.
Step-by-step explanation:
Given Data:
No. of Basins=n=4
Winter Average flow=10.5MGD
1MGD=3785.4118 cubic meters/day
Winter Average Flow=10.5*3785.4118=39746.82 m^3/day
Summer average flow= 12.8MGD= 12.8*3785.4118=48453.2710 m^3/day
Contact time=90 min
Solution:
Part A:
Total Volume=Winter Flow Rate*Time
1 min=1/(24*60) day (Conversion)
Total Volume=2484.17625 m^3
Volume of each basin=Total Volume/ No. of Basins
Volume of each basin=
Volume of each basin=621.044 m^3.
Part B:
Conversion Factor:
1ft=0.3048 m
Part C:
We have D:W=1:1
It means width and depth are equal so,
Width of each basin is 8ft=2.4384 m.
Part D:
Surface Area of Each Basin=Length of Basin* Width*Number of channels per Basin
Length of each Basin=
Length of each Basin=
(0.3048 is conversion for ft. to m).
Part E:
width=w=8 ft=8*0.4038=2.4384 m
L:W=17.408:2.4384
L:W=7.1391 (yes it satisfies the general geometry recommendation).
Part F:
Length =L= 17.408 (Calculated in Part D)
Design Length will be 18 m.
Part G:
Width W= 8ft=2.4384 m
Design Width will be 8ft exactly depending on units.