GATE CE 2016 Set 2 — Question 24

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MCQ+1 / -0.33MediumKhosla's TheoryCanals & Hydraulic StructuresWater Resources Engineering

Water Resources Engineering → Canals & Hydraulic Structures → Khosla's Theory

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Question

Profile of a weir on permeable foundation is shown in figure I and an elementary profile of 'upstream pile only case' according to Khosla's theory is shown in figure II. The uplift pressure heads at key points Q, R and S are 3.143.14 m, 2.752.75 m and 00 m, respectively (refer figure II).
Figure I and Figure II showing weir profiles with dimensions and key points
What is the uplift pressure head at point P downstream of the weir (junction of floor and pile as shown in the figure I)?
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