Table 4.1

Descriptive category

Population

(Person)

Avg.

Daily

Flow

(m3/d)

Peak Flow

(m3/d)

Storm

Allowance

(m3/d)

Design

Flow

(m3/d)

Design Dia

(mm)

Exist. Dia

(mm)

Remarks

Mumtaz Hall

421

63.74

254.96

254.96

573.66

Zubair Hall

402

60.87

243.5

243.5

547.83

Mumtaz Annexy

50

7.57

30.28

30.28

68.13

Servant Quarters

64

9.69

38.76

38.76

87.21

192

150

Under Sized

Shopping Centre

100

3.79

15.14

15.14

34.11

R.T. house

20

5.68

22.71

22.71

51.12

New Hall

100

15.14

60.56

60.56

136.26

Sum =1498.32 m3/d

=0.017342 m3/s

 

 

Table 4.2

SEWER HH/

Descriptive

Polpulation

Avg.Daily

Peak flow

Storm

Design

Design

Exist. Dia

Remarks

Category

Flow

allowance

flow

Dia

(person)

m3/d

m3/d

m3/d

m3/d

(mm)

(mm)

2F,2E,2C

13.63

54.51

54.51

122.67

55

150

satisfactory

type

quarters

 

 

CLICK HERE TO CONTINUE