@9.39 Show the Calculation for slope calculation (S)
@liam.9138
5 ай бұрын
Thanks
@sheikhrizaurrahman231
2 жыл бұрын
much respect brother
@sushilkumari4237
Жыл бұрын
Thank you 😊
@a.r.545
Жыл бұрын
❤❤❤❤❤❤❤❤
@prajnadeepkarna1998
Жыл бұрын
Terrific explanation 😄
@technocivil
Жыл бұрын
Thankyou ;)
@ahmedmohammed-mm9wl
3 жыл бұрын
Thank you very much. Sir
@AnandMishra-cd6jx
3 жыл бұрын
Excellent👍
@fazelally1049
Жыл бұрын
thanks alot
@technocivil
Жыл бұрын
Happy to help !
@rudycamacho2200
2 жыл бұрын
Determine the size of outfall sewer below Manhole 3 (MH3) needed to serve the drainage area in the following figure. Each area has an inlet time of 7 min. The coefficient of runoff for the two housing area 1 and 2 is 0.55, and area 3 is an asphalt-paved area. The distance between manholes 1 and 2 is 300 meter and the pipe between manhole 2 and 3 is 500 meters. The velocity of water in pipes is 2.8 ft/ses. The rainfall intensity-duration relationships is i=140/(t+16), where i-inch per hour and train duration in minutes. Area 1:50000 m MH & Inlet 1 Area 3= 5 acres Area 2-2 hectar MH & Inlet 3 MH & Inlet 2 Outfall
Пікірлер: 13