Answered: State some of the measures which could…

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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You've been tasked with siting a new well in a confined aquifer that already has several operating wells. Drilling logs indicate that the aquifer is primarily sand and gravel with an average thickness of approximately 200 ft. You have specific capacity data from several drilling logs in the area (table 1), as well as data from a 48-hour single well pump test that was previously performed at well AG-1 several years ago (table 2). At the end of the single well test, simultaneous drawdown measurements were taken in several monitoring wells surrounding the pumping well (table 3). Estimate the transmissivity and storativity of the aquifer, along with a realistic range of uncertainty around those numbers. Table 1: Specific capacity data for nearby wells WELL BOREHOLE PUMPING STABILIZED DIAMETER DRAWDOWN 24 inches 16 inches 8 inches MW-1 AG-1 HH-1 Table 2: Single-well pump test on AG-1 at 500 gpm Time (min) Drawdown (ft) 1 2 3 4 5 6 7 8 9 10 20 30 40 50 60 120 180 240 300 360 540 720 1440…
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[CE Hydraulics] Explain the validity and limitations of the Bernoulli equation. Give some examples in which the Bernoulli equation is not applicable.
Fluid Flow in Pipes A 4km long pipeline, 88 cm in diameter connects two fresh water open reservoirs A and B, with water surface elevations at 75m and 50m respectively. In order to increase the rate of flow between the reservoirs by exactly one third, the assigned engineering team decided to lay an additional pipeline with the same diameter from the upper reservoir. The 2nd pipeline is to lie parallel to the original pipeline with length L (from the upper reservoir to a certain point in the 4km pipeline) which produces this increase in flow. If roughness coefficient is 0.018, determine the a. weight flowrate of the original pipeline (original system) b. mass flowrate of the additional pipeline c. length L of the second pipeline measured from the upper reservoir
Note: Kindly provide a solution pls. The answer is already provided. Thank you! A horizontal cylindrical tank with diameter 0.61 m. and 3.44 m. long is filled with water to a depth of 0.45 m. Find the depth (in meters) of the water if the tank is in its upright position. Round off to three decimal places.
A 5.5 m diameter circular concrete culvert has a drainage water flowing at a height of 4.6 m. Compute for the hydraulic radius (in m). Answer in TWO(2) decimal places. Numerical values only. Don't indicate units here, just on the submitted solution.
The water depths either side of a gate in a 0.4m wide laboratory open channel are 0.21m and 0.01m. Find the discharge and force on the gate. If the laboratory model is at 1:25 scale of a prototype, what is the discharge and force in the prototype? Wrong answers will be reported with downvote
How do I find the interior dimensions (rounded to the nearest foot) of a rectangular grit tank basin to provide an average day hydraulic retention time (HRT) of 12 minutes with an average day influent flow of 3.0 MGD. Show answers on a dimensioned sketch. It does not have to be to scale but does need to be neat (drawn with straight edge). Work within the following constraints: Width to depth ratio of the liquid in the basin should be 1:1 Length to width ratio equals 3.5:1 Assume the inlet and outlets are on the opposite short sides of the rectangle Assume that a sharp-crested weir outlet is built into the effluent wall Basin should have 2.0 ft of freeboard above the water line at average flow How do I find the elevation to set the invert of flap valves for the grit tank. State the recommended elevation (to the nearest 0.1 ft) and add a flap valve to the grit chamber sketch. Assume the following: Ground surface elevation = 750 ft (flush with the top of the grit chamber tank wall)…
Plz,answer both parts, a and b. Geotechnical Engineering-1 Q.1a)Discuss the factors that contribute to Hydraulic conductivity in detail? b)Explain in detail the factors that are responsible to achieve the desired level of compaction?
How can I calculate the water level in a grit chamber at average flow and at peak hourly flow. The effluent from the tank flows over a fiberglass, sharp-crested weir that is set at elevation 136.00 ft above sea level (ASL). The average daily flow rate is 2.6 MGD. Assume that all flow must pass through one grit chamber. The dimensions of the grit chamber are 9 ft wide, 30 ft long, and 10.5 ft deep (water depth). The weir extends across the full width of the chamber and find the hydraulic retention time of the grit chamber. HRT at average flow = ______ minutesand HRT at peak hourly flow = ______ minutes
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State some of the measures which could be used to reduce the risks associated with the water hammer phenomenon in closed hydraulic systems.