Design of Sewers & Sewerage systems | Numericals on Sewer Design | GATE 2022 | Environmental Engg |

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[@sheikhrizaurrahman231]

much respect brother

[@AnandMishra-cd6jx]

Excellent👍

[@sgtech6051]

@9.39 Show the Calculation for slope calculation (S)

[@ahmedmohammed-mm9wl]

Thank you very much. Sir

[@sushilkumari4237]

Thank you 😊

[@a.r.545]

❤❤❤❤❤❤❤❤

[@liam.9138]

Thanks

[@prajnadeep_17]

Terrific explanation 😄

[@technocivil]

Thankyou ;)

[@fazelally1049]

thanks alot

[@technocivil]

Happy to help !

[@rudycamacho2200]

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