-Flood Routing - HW Q2// For a large catchment, the precipitation and runoff are being recorded monthly. The records for 2 years are tabulated in the following table: The variables are assumed to be linearly related. Work out a relationship between the monthly precipitation and runoff for the location and use the relationship to estimate the expected amount of runoff generated when monthly precipitation is 4 cm precipitatis unoff -10 Feb 10 Mar 10 Apr-10 May 10 Jun-10 Ju-10 Aug 10 Sep 10 Oer-10 Dec-10 Jan-11 Fabr-11 Mar-11 Apr-11 May 11 Jun-11 Jul 11 Aug 11 Sep-11 Oct-11 Nov 11 Dec-11 6.9 64 65 5.1 10.2 9.9 84 10.1 71 10.8 7.5 82 79 4.1 $ 6.7 41 10.4 3.9 24 11 37 05 2 4.2 3.4 44 2.8 1.4 6.1 44 1.8 42 29 1.3 1.3 24

-Flood Routing - HW Q2// For a large catchment, the precipitation and runoff are being recorded monthly. The records for 2 years are tabulated in the following table: The variables are assumed to be linearly related. Work out a relationship between the monthly precipitation and runoff for the location and use the relationship to estimate the expected amount of runoff generated when monthly precipitation is 4 cm precipitatis unoff -10 Feb 10 Mar 10 Apr-10 May 10 Jun-10 Ju-10 Aug 10 Sep 10 Oer-10 Dec-10 Jan-11 Fabr-11 Mar-11 Apr-11 May 11 Jun-11 Jul 11 Aug 11 Sep-11 Oct-11 Nov 11 Dec-11 6.9 64 65 5.1 10.2 9.9 84 10.1 71 10.8 7.5 82 79 4.1 $ 6.7 41 10.4 3.9 24 11 37 05 2 4.2 3.4 44 2.8 1.4 6.1 44 1.8 42 29 1.3 1.3 24

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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