A tank contains water up to a height of 0.75 m above the base, An immiscible liquid of s8 - 0,8 is filled on the top of water up to 1.2 m height from the liquid interface, The rank is 3 m wide. Calculate: question 1. The total hydrostatic force on one side of the tank question 2. The position of center of pressure measured from the bottom question 3. The position of center of pressure measured from the liquid surlace.

A tank contains water up to a height of 0.75 m above the base, An immiscible liquid of s8 - 0,8 is filled on the top of water up to 1.2 m height from the liquid interface, The rank is 3 m wide. Calculate: question 1. The total hydrostatic force on one side of the tank question 2. The position of center of pressure measured from the bottom question 3. The position of center of pressure measured from the liquid surlace.

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 7.1P

See similar textbooks

Similar questions

pls answer the table also
As shown in the figure compute the amount and location of the vertical and horizontal components of the hydrostatic pressure on XY QUADRANT OF CIRCLE 5M WIDE 2.75H RADIUS i DETERMINE ALSO FORCE "F" TO PREVENT ROTATION F PV Y yW.S PH HINGE
Compute the magnitude of the resultant force on the indicated area and the location of the center pressure. Show the resultant force on the area and clearly dimension its location. From the figure
PLS SHOW COMPLETE FBD AND SOLUTION
Determine the horizontal and vertical components of the liquid pressure acting on the semicylindrical gate ABC, as shown in the figure. The width into the paper is 1 m. 1m Liquid (s.g. = 0.88 ) 4 m B 2.6 m 1 m 幸 +
Ssooollv
Moment (KN.m) 300 250 200 150 100 50 0 0 A Moment-Curvature Relation 0.01 0.02 0.03 0.04 0.05 0.06 0.07 Curvature (1/m) L b) Yield displacement (Ay). Ay= Calculate the following values: a) Yield Force (Fy) that will cause the system to yield at point A. Fy= c) Plastic displacement (Ap). Ap= Hint: Au Ap+Ay = Başka yönergeler almak için tıklayın For the cantilever beam system given, construct the relation between the force (F) and the displacement (A) of the free end. You need to transform the moment curvature relation given into force-displacement relation. Beam length: L = 3.5 m Plastic hinge length: Lp = 0.3 m Note: All the results are positive. F e) The ultimate (failure) force (Fu) Fu = d) Ultimate (failure) displacement (Au). Au= (m) 0.08 0.09 (m) F A ha Ay Au (KN) (Write 2 digits after the decimal point) (m) (Write 4 digits after the decimal point) (Write 4 digits after the decimal point) (Write 4 digits after the decimal point) A (KN) (Write 2 digits after the decimal point)
Ans is - 35.67 lb
Q1(a) Explain the difference between wetting fluid and non-wetting fluid (b) The 60m X 60m rectangular gate shown in Figure Q1(b) has its top edge located 3m vertically below the water surface. The gate is to be opened from its lower edge by applying a normal force by the shaft. Determine the minimum force F required to open the water gate. (Ignore Patm in all your calculations)
Qus.
Please answer part a, b
A closed tank has several layers of liquid and a circular bottom.a. Determine the hydrostatic force acting on the circle plug of the tank. b. Determine the distance of this force from the top. 2.e cm= 2.2 cm 1.f = 1.0 cm