The water levels in the two reservoirs A and B are 104.5 m and 100 m respectively above the datum. Pipe joins each to a common point D, where pressure is 98:1 kN/m”*2 gauge at above the joint point D and height is 83-5 m above datum. Another pipe connects D to another tank C. What will be the height of water level in C assuming the same value of ‘f’ for all pipes. Take friction co-efficient f = 0-0075. The diameters of the pipes AD, BD and CD are 300 mm, 450 mm, 600 mm respectively and their lengths are 240 m, 270 m, 300 m respectively. 100 m Your answer
The water levels in the two reservoirs A and B are 104.5 m and 100 m respectively above the datum. Pipe joins each to a common point D, where pressure is 98:1 kN/m”*2 gauge at above the joint point D and height is 83-5 m above datum. Another pipe connects D to another tank C. What will be the height of water level in C assuming the same value of ‘f’ for all pipes. Take friction co-efficient f = 0-0075. The diameters of the pipes AD, BD and CD are 300 mm, 450 mm, 600 mm respectively and their lengths are 240 m, 270 m, 300 m respectively. 100 m Your answer
Chapter2: Loads On Structures
Section: Chapter Questions
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Q3/ The water levels in the two reservoirs A and B are 104.5 m and 100 m respectively above the datum. Pipe joins each to a common point D, where pressure is 98:1 kN/m”*2 gauge at above the joint point D and height is 83-5 m above datum. Another pipe connects D to another tank C. What will be the height of water level in C assuming the same value of ‘f’ for all pipes. Take friction co-efficient f = 0-0075. The diameters of the pipes AD, BD and CD are 300 mm, 450 mm, 600 mm respectively and their lengths are 240 m, 270 m, 300 m respectively. 100 m Your answer
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