A wide, shallow sand-bed channel has a slope of 0.00105 (assume smooth channel banks). The average grain size = 0.36 mm at isb = 40.2%. The flow depth of the channel is equal to 3.3 ft at flowrate and cross area of 5380 ft^3/s and 640 ft^2, respectively. Based on Einstein (1950) for total bed-load material transport model using size fraction, Find the following by choosing the correct answer of the following: 5- The bed-load transport qsb (in ft^2/s) using Einstein (1950) model is equal to: 8.85*10^(-3) 5.86*10^(-3) 3.76*10^(-3) Non of them 6- The parameter AE based on suspended - load transport using Einstein (1950) model is equal to: 29.56*10-4 O 13.50*10-4 7.16*10-4 Non of them

A wide, shallow sand-bed channel has a slope of 0.00105 (assume smooth channel banks). The average grain size = 0.36 mm at isb = 40.2%. The flow depth of the channel is equal to 3.3 ft at flowrate and cross area of 5380 ft^3/s and 640 ft^2, respectively. Based on Einstein (1950) for total bed-load material transport model using size fraction, Find the following by choosing the correct answer of the following: 5- The bed-load transport qsb (in ft^2/s) using Einstein (1950) model is equal to: 8.8510^(-3) 5.8610^(-3) 3.7610^(-3) Non of them 6- The parameter AE based on suspended - load transport using Einstein (1950) model is equal to: 29.5610-4 O 13.5010-4 7.1610-4 Non of them

Principles of Geotechnical Engineering (MindTap Course List)

9th Edition

ISBN:9781305970939

Author:Braja M. Das, Khaled Sobhan

Publisher:Braja M. Das, Khaled Sobhan

Chapter3: Weight–volume Relationships

Section: Chapter Questions

Problem 3.24P

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