Chapter:

Quantity-of-Waste-Water

An impervious area of `20` hectares is to be served by a sewer line. This area is subjected to three storms X, Y, Z with equal frequency of occurrence. The duration of three storms is `20` minutes, `30` minutes and `35` minutes respectively. Taking time of concentration equals to `30` minutes. Determine maximum runoff from each storm. [Ans : `0.938` `m^3`/s ,`1.134` `m^3`/s , `1.03` `m^3`/s] 

Solution:

For impervious area, `C=1`

For area X,

`t=20 min`

`t_c=30 min`

Since `t

The contribution area is,

`=sum A**t/t_c`

`=20**20/30`

`=13.33 ha`

Now,

`i=760/(30)`

`=25.33` mm/hr

Thus, `Q=(CiA)/360`

`=(1**13.33**25.33)/360`

`=0.939 m^3/s`

For area Y,

`t=30 min`

`t_c=30 min`

In this case, contributing area is equal to entire area i.e, 20 ha.

Thus, `i=1020/(50)=20.4` mm/hr

Thus, `Q=(1**20.4**20)/360=1.134 m^3/s`

Again for area Z,

`t=35 min`

`t_c=30 min`

since `t>t_c`,  contributing area is equal to entire area i.e, 20 ha.

Thus, 

`i=1020/(35+20)`

`=18.55` mm/hr

Now, 

`Q=(1**18.55*20)/360`

`=1.03\ m^3/s`

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Similar Question

This Chapter Quantity-of-Waste-Water consists of the following topics

Determine the quantity of sewage in `m^3`/sec for the combined system from the following data :

  • `50 %` of the area is roofs and pavements (`C_1 = 0.8`) 
  • `50 %` of the area is vacant plots (`C_2 =0.1`) 
  • Area of the community ` 5` hectares 
  • Population density = `700` persons/hectare 
  • Water supply rate = `150` lpcd. 
  • Peak factor = `3` 
  • Time of concentration =`10` minutes. 

An impervious area of `20` hectares is to be served by a sewer line. This area is subjected to three storms X, Y, Z with equal frequency of occurrence. The duration of three storms is `20` minutes, `30` minutes and `35` minutes respectively. Taking time of concentration equals to `30` minutes. Determine maximum runoff from each storm. [Ans : `0.938` `m^3`/s ,`1.134` `m^3`/s , `1.03` `m^3`/s] 

Assuming the surface on which rainfalls in thickly built residential district as follows:  `40 %` area consist of roofs and pavements having impermeability factor `C` as `0.85`, `40 %` of area consists of lawns and gardens having `C` as `0.20` and remaining area consists of ground surface having `C` as `0.1` .If the total area draining to the sewer is `5` hectares and maximum intensity of rainfall is `50` mm/hr, estimate the probable runoff from the area. 

An impervious area of `20` hectares is to be served by a sewer line. This area is subjected to three storms X

Y

Z with equal frequency of occurrence. The duration of the three storms is `20` minutes

`30` minutes and `35` minutes respectively. Taking the time of concentration equals to `30` minutes. Determine the maximum runoff from the each storm. [Ans : `0.938` `m^3`/s

`1.134` `m^3`/s

`1.03` `m^3`/s] 

Quantity of Waste Water

Sanitary-Engineering