A 16 ft wide sand bed stream (Sf = 0.002, n' = 0.015, with smooth channel banks) has the following particle size distribution for its bed sediment: Accumulated Finer, % 0.07 0.33 2.0 7.2 21 36 55.5 75.4 88.4 99.3 0.89 1.3 1.95 3.50 Sieve Opening, mm 0.05 0.13 0.27 0.32 0.52 0.71 Build your calculations for water depth of 0.35 ft with corresponding unit discharge of 0.65 ft/sec. Use Ss=2.65, p=1.934 #s/ft' and v=0.989 x 10 ft/s for water. Find the following by choosing the correct answer: 52837 040 #/t.s) DC. 5- The qsb (in ft^2/s) based on Meyer-Peter-Muller (MPM) bed- load transport model is equal to: 1.0*10^(-4) O 1.4*10^(-4) 2.9*10^(-4) Non of them

A 16 ft wide sand bed stream (Sf = 0.002, n' = 0.015, with smooth channel banks) has the following particle size distribution for its bed sediment: Accumulated Finer, % 0.07 0.33 2.0 7.2 21 36 55.5 75.4 88.4 99.3 0.89 1.3 1.95 3.50 Sieve Opening, mm 0.05 0.13 0.27 0.32 0.52 0.71 Build your calculations for water depth of 0.35 ft with corresponding unit discharge of 0.65 ft/sec. Use Ss=2.65, p=1.934 #s/ft' and v=0.989 x 10 ft/s for water. Find the following by choosing the correct answer: 52837 040 #/t.s) DC. 5- The qsb (in ft^2/s) based on Meyer-Peter-Muller (MPM) bed- load transport model is equal to: 1.010^(-4) O 1.410^(-4) 2.9*10^(-4) Non of them

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

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