Explain the curve number method of direct runoff estimation. Compute potential maximum retention if curve number (CN) is 80.

The SCS-CN method is based on the water balance equation and two fundamental hypotheses. The first hypothesis equates the ratio of the actual amount of direct surface runoff (Q) to the total rainfall (P) (or maximum potential surface runoff) to the ratio of the amount of actual infiltration (F) to the amount _____ _______ ___ ___ ________ __________ ______ ____.
_______ ______ __________ _________ ____ _________ ________ __________ _______ ________ ___.
_____ ____ _____ _________ _________ ________.
_________ ________ __________ _________ ______.
_________ ______ ____ ____ _________ _____ _______ _______.
_____ _______ __________ ____ ___ _________ _______ ______.
____ __________ ______ _________ ___ ____ ___ ____.
______ ___ _______ _________ __________ _________ ______ _________ ________ ________ ____.
__________ _____ ____ ____ ___ __________ _________ _______ _______ _________ ___.
___ ____ ___ _______ ___ ______ ___ _____.
________ __________ _____ _________ _______ __________ _________ ______ ___ ________ ____ ______.
__________ ____ ________ _______ ____ ______ _____.
________ ____ ______ ____ __________ __________ ____.
________ ____ ______ ________ ___ ______ ______ ________.
_______ _____ _____ _____ ________ ___ _________ _______.
_______ ________ _________ _______ __________ _____ ________ ______ _________ ________ __________.
__________ ______ _____ __________ ___ _____.
__________ ____ _________ __________ ____.
__________ _______ _______ ____ _________.
_______ _________ ________ _________ ___.
Get Full Answer on WhatsApp