From the basin map of a given watershed, thefollowing quantities are measured: L = 150km, L. =75km, and drainage area = 3500 km2. From the unithydrograph derived for the watershed, the followingare determined: tR = 12h, tpR = 34h, and peakdischarge = 157.5 m/s-cm. Determine the coefficientsC; and C, for the synthetic unit hydrograph of thewatershed.Compute the six – hour synthetic unit hydrograph of awatershed having a drainage area of 25O0km2 with L =100km and L. = 50km. This watershed is a sub –drainage area of the watershed in the first problem.

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From the basin map of a given watershed, the following quantities are measured: L = 150km, L. 75km, and drainage area = 3500 km2. From the unit hydrograph derived for the watershed, the following are determined: tg = 12h, tpR = 34h, and peak discharge = 157.5 m³/s-cm. Determine the coefficients C; and C, for the synthetic unit hydrograph of the watershed.

From the basin map of a given watershed, the following quantities are measured: L = 150km, L. 75km, and drainage area = 3500 km2. From the unit hydrograph derived for the watershed, the following are determined: tg = 12h, tpR = 34h, and peak discharge = 157.5 m³/s-cm. Determine the coefficients C; and C, for the synthetic unit hydrograph of the watershed.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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