The figure shown is a dewatering plan to build the foundations of an office building belowthe water table without the sheet-piling. Assume that all b = 6 meters and all 1 = 4 meters inall grids of the middle flow channel.Dewatering wellsMarshy soilsAh =mExcavated siteOLAh = 2mAh = 2mAh = 2mLowered WTa. What is the value of n?b. How many flow channels are in the figure?c. How many potential drops are in the figure?d. The potential drop at area 1 is:e. The potential drop at area 2 is:f. The potential drop at area 3 is:g. The average hydraulic gradient in each net is:

Note- Hi! Thank you for the question, As per the honor code, we are allowed to answer three…

The figure shown is a dewatering plan to build the foundations of an office building below the water table without the sheet-piling. Assume that all b = 6 meters and all 1 = 4 meters in all grids of the middle flow channel. Dewatering wells Marshy soils Ah =m Excavated site OL Ah = 2m %3! Ah = 2m Ah = 2m Lowered WT %3! a. What is the value of n? b. How many flow channels are in the figure? c. How many potential drops are in the figure? d. The potential drop at area 1 is: e. The potential drop at area 2 is: f. The potential drop at area 3 is: g. The average hydraulic gradient in each net is:

The figure shown is a dewatering plan to build the foundations of an office building below the water table without the sheet-piling. Assume that all b = 6 meters and all 1 = 4 meters in all grids of the middle flow channel. Dewatering wells Marshy soils Ah =m Excavated site OL Ah = 2m %3! Ah = 2m Ah = 2m Lowered WT %3! a. What is the value of n? b. How many flow channels are in the figure? c. How many potential drops are in the figure? d. The potential drop at area 1 is: e. The potential drop at area 2 is: f. The potential drop at area 3 is: g. The average hydraulic gradient in each net is:

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

You have a rectangular box 1.5m long, 0.8m wide and 0.6m high. How many gallons of water can it hold? (1.0 gal = 0.134ft^3 and 1.0m = 3.281 ft)
A circular pipe with a diameter of 13” carries water at an unknown velocity. The Reynold’s number for this flow is 2.0 x 106. What is the water’s velocity?
Determine the value of h? a. 2.36m b. 2.74m c. 2.47m d. 2.63m
Solve the following: show solutions thank you1. (9.58 ± 0.351) - (2.13 ± 0) =2. (6.33 ± 0.265) - (1.50 ± 0) =3. [(9.58 ± 0.351) - (2.13 ± 0)] * [(6.33 ± 0.265) - (1.50 ± 0)] =
Solve All asap ok
A new cast iron pipe must carry 5.942 m3/s at a head loss of 18 m per 16 km length of pipe. Compute the diameter of the pipe in m using Hazen Williams Formula with C=179. Round your answer to 3 decimal places.
A field measuring 45 m x 90 m is to be prepared using 1-m upland power tiller at a speed of 3 kph. Assume 10% overlap between passings and 9 seconds turn around each time at the end of each pass. Determine the actual field capacity when tilling is done along the longer field direction. Do not round off during computation, do not round your final answer, write all the decimals. Use 745.7 w/ HP and G = 9.806 M/S
Solve only Subspart 9 and 10 part ok asap ok
Determine the depth ofthe well if a stone is dropped down thewell and after 10 seconds, the sound ofthe splash is heard. Assuming the speedof sound is 331.29 m/s
Oil is conveyed on a 6” diameter pipe, sg=0.8 the velocity is 30ft/s. The pipe diameter narrows to 2”, a)what is the flow rate? b) how many times velocity is faster at the 2” diameter compared to the larger pipe? c)How much time would it take to fill 100ft^3?
Water is flowing at a depth d of 12.0 ft with a flow rate per unit width q of 100 ft2/s in a channel of rectangular cross section. a. Calculate (using a root finder) the flow depth in feet over a smooth upward step in the channel bottom of 2 ft in height. (See the figure below.) b. Calculate (using a root finder) the flow depth in feet over a smooth downward step in the channel bottom of 2 ft in height. Draw a figure showing this, like the one below. c. Calculate the maximum possible height in feet of a smooth upward step in the channel bottom that would not cause a choke.
Answer it as fast as you can thank you. A trough has an open top 0.3 m by 6m and closed vertical ends which are equilateral triangles 30 cm on each side. It is filled with water to half its depth. Find the volume of the water in cubic meters. Answer with illustration.