Answered

At Westonci.ca, we connect you with the best answers from a community of experienced and knowledgeable individuals. Explore comprehensive solutions to your questions from knowledgeable professionals across various fields on our platform. Get quick and reliable solutions to your questions from a community of experienced experts on our platform.

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 :

We hope you found this helpful. Feel free to come back anytime for more accurate answers and updated information. Thank you for visiting. Our goal is to provide the most accurate answers for all your informational needs. Come back soon. Stay curious and keep coming back to Westonci.ca for answers to all your burning questions.