Question
a.
Pₑ = 0.726 pₑ H
b.
Pₑ = 0.424 pₑ H
c.
Pₑ = 0.555 pₑ H
d.
Pₑ = 0.555.Kₕ. Yw H²
Posted under Irrigation Engineering
Interact with the Community - Share Your Thoughts
Uncertain About the Answer? Seek Clarification Here.
Understand the Explanation? Include it Here.
Q. What is Von Karman’s formula for hydrodynamic force (Pₑ)?
Similar Questions
Explore Relevant Multiple Choice Questions (MCQs)
Q. The factor of safety against overturning generally varies between ___________
View solution
Q. What is the maximum permissible tensile stress for high concrete gravity dam under worst conditions?
View solution
Q. Which failure occurs when the net horizontal force above any plane in the dam or at the base of the dam exceeds the frictional resistance developed at that level?
View solution
Q. Which failure occurs when the minimum stress exceeds the allowable compressive stress of the dam material?
View solution
Q. Tension cracks in the dam may sometimes lead to the failure of the structure by?
View solution
Q. The major principal stress at the toe of a gravity dam under full reservoir condition neglecting the tailwater effect is given by ____________________
View solution
Q. Which of the following criteria has to be satisfied for no tension at any point on a gravity dam?
View solution
Q. The bottom portion of a concrete or a masonry gravity dam is usually stepped in order to _______
View solution
Q. The governing compressive stress in a concrete gravity dam which should not be allowed to exceed the permissible value of about 3000 KN/m² while analyzing full reservoir case is ____________________
View solution
Q. If the uplift increases and the net effective downward force reduces, the resultant will shift towards the toe.
View solution
Q. When the reservoir is empty, the single force acting on it is the self-weight of the dam which acts at a distance of ____________
View solution
Q. When the reservoir is empty, the maximum vertical stress equal to ________________
View solution
Q. The two-dimensional stability analysis of gravity dams proves better for U-shaped valleys than for V-shaped valleys.
View solution
Q. Calculate the value of minimum base width for an elementary triangular concrete gravity dam supporting 72 m height of reservoir water and full uplift? (Take specific gravity of concrete as 2.4 and coefficient of friction as 0.7)
View solution
Q. For usual values of permissible compressive stress and specific gravity of concrete, a high concrete gravity is the one whose height exceeds ______________
View solution
Q. For triangular dam section of height H for just no tension under the action of water pressure, self-weight and uplift pressure, the minimum base width required is _____________
View solution
Q. If the eccentricity of the resultant falls outside the middle third, the ultimate failure of the dam occurs by ______________
View solution
Q. What is the value of eccentricity for no tension condition in the dam?
View solution
Q. Calculate the top width of the dam if the height of water stored is 84m.
View solution
Q. In high dams, the safety against sliding should be checked only for friction.
View solution
Recommended Subjects
Are you eager to expand your knowledge beyond Irrigation Engineering? We've handpicked a range of related categories that you might find intriguing.
Click on the categories below to discover a wealth of MCQs and enrich your understanding of various subjects. Happy exploring!