1.5hQ6: The figure represents a homogeneous earth dam witha horizontal filter. The construction cost per certainpossible height (H) of this dam at a given site hasbeen estimated and tabulated below. The storagecapacity for all these heights is also given.Dam height (H) (m)515 20 25 30Construction cost (Million ID)50010800 1100 1500 2200 3100210 340 440 550 590Storage capacity (Million m3)100The characteristics related to the reservoir upstream of the earth dam are: -- The wind velocity (V) = 50 Km/hr- A straight length of water expanse (F) = 35 KmFind the coordinates of the top seepage line (Phreatic surface).2.52.5m354100680

The equation of Parabola, x2+y2 = x+y Let , BC' =…

Q6: The figure represents a homogeneous earth dam with a horizontal filter. The construction cost per certain possible height (H) of this dam at a given site has been estimated and tabulated below. The storage capacity for all these heights is also given. 5 Dam height (H) (m) Construction cost (Million ID) Storage capacity (Million m3) 10 15 20 25 30 500 800 1100 1500 2200 3100 100 210 340 440 550 590 The characteristics related to the reservoir upstream of the earth dam are: - - The wind velocity (V) - 50 Km/hr - A straight length of water expanse (F) = 35 Km Find the coordinates of the top seepage line (Phreatic surface). 25m 35 4100 680

Q6: The figure represents a homogeneous earth dam with a horizontal filter. The construction cost per certain possible height (H) of this dam at a given site has been estimated and tabulated below. The storage capacity for all these heights is also given. 5 Dam height (H) (m) Construction cost (Million ID) Storage capacity (Million m3) 10 15 20 25 30 500 800 1100 1500 2200 3100 100 210 340 440 550 590 The characteristics related to the reservoir upstream of the earth dam are: - - The wind velocity (V) - 50 Km/hr - A straight length of water expanse (F) = 35 Km Find the coordinates of the top seepage line (Phreatic surface). 25m 35 4100 680

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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