Civil Engineering - Waste Water Engineering - Discussion

Discussion Forum : Waste Water Engineering - Section 1 (Q.No. 22)
22.
The dimensions of a rectangular settling tank are : length 24 m, width 6 m and depth 3 m. If 2 hour detention period for tanks is recommended, the rate of flow of sewage per hour, is
204 cu m
208 cu m
212 cu m
216 cu m
220 cu m.
Answer: Option
Explanation:
No answer description is available. Let's discuss.
Discussion:
13 comments Page 1 of 2.

ABHILASH said:   2 years ago
Detention Time, T=2hr.
L=24m,
BorW=6m,
D=3m
Rate of flow, Q=?
Hence,
T=V/Q.
T =L*B*H/Q,
2=24*6*3/Q,
Q=216 cu m.
(5)

Mary nongbri said:   2 years ago
The detention period means how much time sewage remains inside the tank. It is calculated as:

Where

V = Volume of tank
Q = rate of flow of sewage
td = detention time

Calculation:

Given: Detention time, td = 2 hrs.
Dimension of tank: Length, L = 24 m, Width, W = 6 m and Depth, D = 3 m.
The volume of tank = L × B × D.
V = 24 × 6 × 3 = 432 m3
The rate of flow of sewage is calculated as:
Or
Q = 216 m3/hr.
(4)

Amu bokato said:   6 years ago
Thanks for explaining @Shinny.

Nagdive A said:   7 years ago
Thank you @Shiny.

Hardik.B.Patel said:   7 years ago
Q= (L*B*H)/T m^3/hr.
Q = Discharge (m^3/hr),
T = Time in Hour,
L = Leght (m),
B = Breath (m).
H = Height (m).
(1)

Vijay bhaskar said:   8 years ago
Detention time = V/Q.
Give data, Dt=2 hrs
Volume= 24*6*3,
Q=V/Dt, =24*6*3/2=216.

Protap said:   8 years ago
Thanks @Shiny.
(1)

Shiv said:   8 years ago
q(rate of flow) = volume per unit time = 24 * 6 * 3/2 = 216 cubic meter/hr.

Avinash malewar said:   9 years ago
Thanks for the answer @Shiny.

Umesh said:   9 years ago
Thanks, @Shiny. It's very useful.


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