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Practical Hydraulic Formulae for the Distribution of Water Through Long Pipes; Also Notes on Water Supply Engineering

Practical Hydraulic Formulae for the Distribution of Water Through Long Pipes; Also Notes on Water Supply Engineering


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This historic book may have numerous typos and missing text. Purchasers can download a free scanned copy of the original book (without typos) from the publisher. Not indexed. Not illustrated. 1894 Excerpt: ...the hydraulic grade line. Obviously, a vertical pipe dischaiging downward is a special case if such coincidence. Second.--If the water (Fig. 13), in its passage from the greater to the smaller pipe, passes through an opening in a thin diaphragm, Fig. 13. as in the case of a partially opened stop-cock, we have: v i s h =--. I ) in which V is the velocity in B, S the area of cross-section of B, and S' the area of the opening in the diaphragm. Third.--When the flow is from one pipe to another of larger in which V = velocity in small pipe, and V = velocity in larger one. When the water passes from a pipe into a reservoir, as in the case lately considered, V becomes zero, and we have, as already established in that case: r ft =--to Another loss of head is that due to branches (Fig. 14). In Fio. 14. this case the water flowing from A, with a velocity V, is split at the junction, part passing on toward B, with a reduced velocity V, and part entering the branch and flowing toward C, with the velocity V." The loss of head occasioned by perturbations of the water at the junction has not been satisfactorily investigated. When the branch leaves the main at a right angle, this loss, as determiued by a few incomplete experiments, is: 3 V"' h = V" being the velocity in the branch. We have already seen how this velocity may be calculated. If, as is generally the case in practice, the branch is deflected gradually instead of forming an abrupt angle of tiO, the vortices are nearly annulled, and the only loss can be from the difference of the velocities in the three pipes. Thus for B and C, respectively, we have: -fir)" For bends, or elbows, Navier's formula for loss of head is: V / A A =--I 0.0128 ] 0.0188 It J 2(7 V / R in which F = velocity of flow, 7? =...


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Product Details
  • ISBN-13: 9781130144154
  • Publisher: Rarebooksclub.com
  • Publisher Imprint: Rarebooksclub.com
  • Height: 246 mm
  • No of Pages: 26
  • Spine Width: 1 mm
  • Width: 189 mm
  • ISBN-10: 1130144151
  • Publisher Date: 01 Mar 2012
  • Binding: Paperback
  • Language: English
  • Returnable: N
  • Weight: 68 gr


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Practical Hydraulic Formulae for the Distribution of Water Through Long Pipes; Also Notes on Water Supply Engineering
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