Answered

At Westonci.ca, we make it easy for you to get the answers you need from a community of knowledgeable individuals. Experience the convenience of finding accurate answers to your questions from knowledgeable professionals on our platform. Join our Q&A platform to connect with experts dedicated to providing accurate answers to your questions in various fields.

An impervious area of 0.95 hectare has a runoff rational coefficient C=0.9, Manning overland flow n= 0.03 , average flow length L=50 m, and average slope S=0.1%. If the area is directly connected to a storm sewer, estimate the design runoff Qp(ft³ /sec). Use Morgali and Linsley equation to find the time of concentration for the 10 -year return period from the IDF curve i=124/(t꜀⁰.⁸¹+6.19), where i is in "in/hr" and tc in "min".

Sagot :

Your visit means a lot to us. Don't hesitate to return for more reliable answers to any questions you may have. We hope our answers were useful. Return anytime for more information and answers to any other questions you have. Westonci.ca is your go-to source for reliable answers. Return soon for more expert insights.