DETERMINE: a. Rate of seepage into the well during pumping (b) A well of size 6.60 × 4.05 m and depth 4.7 m in the lateritic soil near Mangalore (west coastof India) has its normal water level at 3.825 m below ground level (bgl). By pumping for 1½hours, the water level (bgl) was depressed to 4.525 m and the pumping was stopped. Therecuperation rates of the well during 2 hours after the pumping stopped are given below.The total volume of water pumped during 1½ hours of pumping was 28.87 m³ (no well steiningis provided)Time since pumpingstopped (min)0102030405060708090Recuperation rates120150Water level, bgl(m)4.5254.3654.2454.1354.0754.0153.9853.9603.9503.9353.9203.902

Given Data Size of the well=6.60×4.05 mThe depth of the well=4.7 mNormal water level=3.825 mPumping…

) A well of size 6.60 x 4.05 m and depth 4.7 m in the lateritic soil near Mangalore (west coast of India) has its normal water level at 3.825 m below ground level (bgl). By pumping for 1 hours, the water level (bgl) was depressed to 4.525 m and the pumping was stopped. The recuperation rates of the well during 24 hours after the pumping stopped are given below. The total volume of water pumped during 1½ hours of pumping was 28.87 m³ (no well steining is provided)

) A well of size 6.60 x 4.05 m and depth 4.7 m in the lateritic soil near Mangalore (west coast of India) has its normal water level at 3.825 m below ground level (bgl). By pumping for 1 hours, the water level (bgl) was depressed to 4.525 m and the pumping was stopped. The recuperation rates of the well during 24 hours after the pumping stopped are given below. The total volume of water pumped during 1½ hours of pumping was 28.87 m³ (no well steining is provided)

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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