Soil layers are shown as the right figure. Given:H1 = 2 m, k1 = 10-4 cm/secH2 = 3 m, k2 = 3.2 x 10-2 cm/secH3 = 4 m, k3 = 4.1 x 10-5 cm/secEstimate the ratio of horizontal equivalent hydraulic conductivity and vertical equivalent hydraulic conductivity, i.e., Ky/KzH2k2H3k3O 140O 270O 225O 152Question 24 ptsThe results ofa constant-head permeability test for a sand sample having a sectional area of 10000mm2 and a length of 200 mm are as follows: (1)Constant head difference 400mm (2) Time of collection of water = 30 seconds (3) Volume of water collected = 600 cm3. The hydraulic conductivity is:O 1.7mm/secO 2.9 mm/secO 0.5mm/secO 1.0 mm/sec

Answered: Image /qna-images/answer/25ee00ac-b90f-49b0-bb38-151826e6bb14.jpg

Answered: Soll layers are shown as the right…

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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Liquids A, B and C, in the containers shown, have SG of 0.60, 1.00 and 1.60 respectively. At what elevation (EL. C) will the liquid C stand in each of the piezometer tubes? Round your answer to the nearest hundredths. Pair = 12.5 kPa EL. 8 A (SG =) EL. 6 B (SG =_) %3D EL. 2 C (SG = EL. 0
Fluid Mechanics. Reg.no : 5393 Pb # 3: Refer to Figure 2. Assume that friction is negligible, that θ = 115o, and that the water jet has a velocity of (Reg.No/100) m/s and a diameter of 60 mm. Find (a) the component of the force acting on the blade in the direction of the jet; (b) the force component normal to the jet; and (c) the magnitude and direction of the resultant force exerted on the blade. Note: Assume reasonable values for any missing data. Symbols have usual meaning unless otherwise stated.
Suppose a Venturi tube (placed in the horizontal position of Pipe BC in Figure 1) from the right (Fig.2). The radius of the wide part of the tube is 5.0 cm; the radius of the thin part of the tube is 2.5 cm. The tube of shape U is filled with the mercury of the density 13600 kg/m . Determine what heightdifference will be stabilized between the surfaces of the mercury in U-tube. Ignore the losses.
*2-16. Due to its slight compressibility, the density of water varies with depth, although its bulk modulus Eş = 2.20 GPa (absolute) can be considered constant. Accounting for this compressibility, determine the pressure in the water at a depth of 300 m, if the density at the surface of the water is Po = 1000 kg/m. Compare this result with water that is assumed to be incompressible. www.jar
The surface tension of mercury at 60°C is 0.47N/m. What capillary height in mm will occur in this fluid whe in contact with a glass tube of radius 0.3mm? Use 130° for mercury. O 11.5mm fall O 11.5mm rise O 15.1mm fall O 15.1mm rise
In the figure show, a long uniform rod of uniform cross-section is partially submerged in 3 fluid layers. L1 2m, SG1 -3.0 & L2 3m, SG2 4.0 and L3-4m, SG-5.0. Find the exposed length in m if the SG of the rod is 4.0. Exposed Length SG, SG, SG3
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1. [Ch4 – 2] A hydraulic oil with the absolute viscosity of 0.09 N.s/m² and specific gravity of 0.9, is flowing in a 30-mm- diameter pipe at a velocity of 6 m/'s, detemine: a. The Reynolds number? Is the flow laminar or turbulent? b. The head loss due to friction in units of bars for a 100-m length of smooth pipe. 2. [Ch4 - 2] The kinematic viscosity of a hydraulic oil is 0.0001 m/s. If it is flowing in a 20-mm- diameter commercial steel pipe, find the friction factor for: a. The velocity of 5 m/s b. The velocity of 50 m/s

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