Handbook of Hydraulics for the Solution of Hydrostatic and Fluid-Flow Problems
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Handbook of Hydraulics for the Solution of Hydrostatic and Fluid-Flow Problems

Handbook of Hydraulics for the Solution of Hydrostatic and Fluid-Flow Problems


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About the Book

This historic book may have numerous typos and missing text. Purchasers can usually download a free scanned copy of the original book (without typos) from the publisher. Not indexed. Not illustrated. 1918-01-01 edition. Excerpt: ...Add 8 per cent. to Q to allow for deterioration. v = 182.5r"8880 688 or s = 0.00010661 (96) For clean neat cement channels. Add 6 per cent. to Q to allow for deterioration., 2 066 v = 136.3r-886s.i or s = 0.0000389 jriii (9c) For clean hard brick well-pointed conduits. Add 5 per cent. to Q to allow for deterioration., 2.146 v = 92.1r-80V1"i8 or s = 0.0000609 (9d) For clean smooth-faced concrete conduits. Add 5 per cent. to Q to allow for deterioration. o = gMrO-V71 or s = 0.0000631 (9c) For dressed masonry channels in cement with no projecting surfaces. Add 8 per cent. to Q to allow for deterioration., 2.070 v = 109.7r nV-488 or s = 0.0000597 (9/) iA. A. Barnes: Hydraulic Flow Reviewed, Spon and Chamberlain, Publishers. For rock-faced masonry channels in cement. Add 8 per cent, to Q to allow for deterioration. v = 80.5r-eM8-" ors= 0.0001112 (9g) For hammer dressed dry masonry water courses. Add 10 per cent. to Q to allow for deterioration., 2.000. v = 70.0r(, s-M or s = 0.0002041 (9/i) For earth canals in average working condition and rivers free from vegetation. No addition to Q. v = 58.4r-6Ms0 1, or s = 0.0002746 jJ (9i) Discussion of Open-Channel Formulas In the light of our present knowledge it would be difficult to say that any one of the foregoing formulas or sets of formulas possesses marked advantages from the standpoint of accuracy. Probably any of the formulas in experienced hands will give reasonably satisfactory results and yet no one of them will prove to be infallible under all conditions. In applying these formulas to practical problems the inexperienced man may find his results even more disappointing. In any of the formulas listed, excepting the Barnes formulas, it is...


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Product Details
  • ISBN-13: 9781154979893
  • Publisher: Rarebooksclub.com
  • Publisher Imprint: Rarebooksclub.com
  • Height: 246 mm
  • No of Pages: 80
  • Spine Width: 4 mm
  • Width: 189 mm
  • ISBN-10: 115497989X
  • Publisher Date: 12 Oct 2012
  • Binding: Paperback
  • Language: English
  • Returnable: N
  • Weight: 159 gr


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