Problem H: For Problem 28 to 29. In a constant head permeability test the following are given L= 250 mm and A=105cm?. If the value of k = 0.014 cm/secand flow rate of 120 cm³/min which isto be maintained.%3D28) What is the head difference, hin the specimen?a) 44 cmb) 24 cmc) 33.75 cmd) 34.0 cm29) Determine the dischargevelocity in cm/sec?a) 0.017b) 0.009c) 1.019d) 0.019

Determine head h and discharge velocity V?

Problem H: For Problem 28 to 29. In a constant head permeability test the following are given L= 250 mm and A=105 cm?. If the value of k = 0.014 cm/secand flow rate of 120 cm3/min which is to be maintained. 28) What is the head difference, hin the specimen? b) 24 cm 29) Determine the discharge velocity in cm/sec? b) 0.009 a) 44 cm c) 33.75 cm d) 34.0 cm a) 0.017 c) 1.019 d) 0.019

Problem H: For Problem 28 to 29. In a constant head permeability test the following are given L= 250 mm and A=105 cm?. If the value of k = 0.014 cm/secand flow rate of 120 cm3/min which is to be maintained. 28) What is the head difference, hin the specimen? b) 24 cm 29) Determine the discharge velocity in cm/sec? b) 0.009 a) 44 cm c) 33.75 cm d) 34.0 cm a) 0.017 c) 1.019 d) 0.019

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

This is the complete question. I need right solution with clear calculation.
From the given figure: Tank 10m Yol = 8kN/m %3D G.S. 4m SAND 6m CLAY Determine the loss in pore water pressure if the degree of consolidation is 30 %. A. 56 kPa 50 kPa 30 kPa D 24 kPa
In a constant head permeability test, if the discharge coming out of the sample is 0.35 cm³/s find the coefficient of permeability if the length and area of cross section of the sample is 30 cm and 250 cm² respectively. The head loss per unit length of the sample can be assumed as 0.25.
Situation 3: A calibrated test of a 0.00785 m² circular sharp-edge orifice in a vertical side of a large tank showed a discharge of 22,300 N of water in 1 minute and 40 seconds at a constant head of 1.20 m. Measurement of the jet showed that it traveled 1.92 m horizontally while dropping 0.8 m. 6. Determine the coefficient of discharge. a) 0.621 b) 0.597 c) 0.649 d) 0.721 7. Determine the coefficient of velocity. a) 0.84 b) 0.93 c) 0.74 d) 0.98 8. Determine the coefficient of contraction. a) 0.77 b) 0.97 c) 0.61 d) 0.67 B
5. A permeameter of 8 cm diameter contains a sample of length 35 cm. Attachments are made it to enable conducting either constant head test or falling head test. The stand pipe used for conducting falling head test has a diameter of 2.5 cm. When constant head test was conducted the loss of head was 100 cm measured on a length of 25 cm. If the rate of flow was 2.7 cc/sec, calculate the coefficient of permeability of soil. If a falling head test is conducted on the same sample in the permeameter find the time taken for head to fall from 150 cm to 100 cm.
Determine if the structure is statically determinate, indeterminate or unstable. Determine the zero force members. Solve for the forces in each member. 8ON 60N B D V F 20m A 20m C 20m E 20m G 40N 10N
A falling head permeability test was run on a soil sample 12.3 cm. in diameter and 11.4 cm. long. The head at the start of the test was 93 cm. and falls to 73 cm after 38.2 mins. The diameter of the stand pipe was 1.54 cm. Determine the flow rate (in cm^3/min) through the soil. Use head loss method. Round off to four decimal places.
Please don't provide handwritten solution ......
Mcq
Take note: Answer and write your solution on a clean paper clearly. During a flood flow the depth of water in a 12 m wide rectangular channel was found to be 3.5 m and 3.3 m at two sections 300 m apart. The drop in the water-surface elevation was found to be 0.18 m. Assuming Manning’s coefficient to be 0.023, determine the following: a. Average value of k? b. Estimate the flood discharge through the channel ?
Plz write neat
Q1) The data in the table below used to design a sedimentation tank with depth=4m and detention time=2hr, the influent flow is 2000L for each minute. 0.004 0.01 0.02 0.03 0.04 0.05 0.063 0.085 0.12 Settling Velocity(cm/sec) Weight fraction 98 95 Greater than size % 8 6 4 3 2 1 0.5 Determine the overall removal efficiency for this tank, s.g. of particle=1.2 u=0.89x10-³N.s/m². Use Ax=0.1. Q2) For the above question find the depth of sludge for each day if the influent solid concentration is 3000mg/L and percentage of solid=8% and sludge density =1.2 ton/m³.