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Can you design a (Open Channel): -Most Efficient Section (Rectangle Shape) -Cost Estimate -Structural Analysis Design Requirements: Bed Slope= 1:1500 Manning's (n)= 0.015 Discharge: Q= 18 m^3/s

Fundamentals of Geotechnical Engineering (MindTap Course List)

5th Edition

ISBN:9781305635180

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter7: Seepage

Section: Chapter Questions

Problem 7.7CTP

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Question

Can you design a (Open Channel):

-Most Efficient Section (Rectangle Shape)

-Cost Estimate

-Structural Analysis

Design Requirements:

Bed Slope= 1:1500

Manning's (n)= 0.015

Discharge:

Q= 18 m^3/s

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Make Sure the attached pic is correct, because the answer in mannings equation is wrong. Can you design a (Open Channel): -Most Efficient Section (Rectangular Shape) -Cost Estimate -Structural Analysis Design Requirements: Bed Slope= 1:1500 Manning's (n)= 0.015 Discharge: Q= 18 m^3/s
A planned flexible load area (see Figure P7.2) is to be 3 m × 4.6 m and carries a uniformly distributed load of 180 kN/m2. Estimate the elastic settlement below the center of the loaded area. Assume that Df = 2 m and H = . Use Eq. (7.4).
A concrete pile 16 in. 16 in. in cross section is shown in Figure P12.13. Calculate the ultimate skin friction resistance by using the a. method [use Eq. (12.61) and Table 12.11] b. method c. method Use R=20 for all clays, which are normally consolidated.
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