Sanitary engineering : a practical treatise on the collection, removal and final disposal of sewage, and the design and construction of works of drainage and sewerage, with a special chapter on the disposal of house refuse and sewage sludge, and numerous hydraulic tables, formulae & memoranda, including an extensive series of tables of velocity & discharge of pipes & sewers, especially computed by Ganguillet and Kutter's formula / by E.C.S. Moore.

  • Moore, E. C. S. (Edward Crozier Sibbald), 1844-
Date:
1898
Catalogue details

Licence: Public Domain Mark

Credit: Sanitary engineering : a practical treatise on the collection, removal and final disposal of sewage, and the design and construction of works of drainage and sewerage, with a special chapter on the disposal of house refuse and sewage sludge, and numerous hydraulic tables, formulae & memoranda, including an extensive series of tables of velocity & discharge of pipes & sewers, especially computed by Ganguillet and Kutter's formula / by E.C.S. Moore. Source: Wellcome Collection.

Provider: This material has been provided by The University of Glasgow Library. The original may be consulted at The University of Glasgow Library.

    786/802 (page 612)
    Joints, pipe—continued Button's patent Secure, 211 ' Doulton's self-adjusting, 212 Green's patent true invert, 215 Hassall's improved patent safety, single lineil, 213 double lined, 213 the Loco drain joint, 215 saddle, 209 • Stanford's, 209 Sykes' patent, 218 Tyndale's double seal, 212 Joints, use of clay as a material for, 209 Junction pits, 239 Junctions not to be at right angles, 27 K. Kanpiiokkalk disinfecting powder, 420 Keirby's patent sewage mixer, 442 Kresyline, liquid for disinfecting, 420 Kiihlmann, on the flow of liquid in channels, 42 Kutter, formula of, 47 L. Lampholks, 236 Land, preparation of, for sewage irriga- tion, 435 used for sewage filtration, aeration of, 438 capacity of, to purify sewage, 437 Latrines, great variety of, 310 Jennings's automatic, &c., 310-312 Bowes, Scott, and Western, 310 Doulton & Co., 310 Macfarlane's, 310 position of, &c., 309, 310 Laundries, drainage of, 260 Law relating to sewerage and drainage, 13 as to removal of refuse, 529 Laying drains, methods of, 218 sewers. See Sewees Lead pipes, connections for w.c.'s, 254 waste pipes, 255 connection with stone-ware pipe,255 variety of joints, 255 Levels, method of connecting high and low level sewers, 15 Liernur system, 3 Lifting apparatus, sewage, 17-27, 571, 580 Lightning, effect of, on destructor shafts, 574 Lime process for sewage disposal, 445 and alumina process for sewage disposal, 446 and sulphate of iron process for sewage disposal, 445 Limiting velooity, formula for fall with, 34 Liquids, flow of, in pipes and open channels, 37-56 Darcy and Bazin's formula, 43 Ganguilletand Kutter's I'ormula, 47 Author's form of, 54 ■— Flynn's modification of, 53 graphic solution of the value (c), 49 relative accuracy of formuhe for, 52 history of the development of our knowledge of tlie, 38 hydraulic tables. See Li.ST of Tables in front of book pressure of, 57 Liverpool, disposal of sludge at, 532 Manlove, Alliott & Co.'s refuse destructor at. 550 Local authority, duty of, to ventilate, 265 Loco drain badger, 224 London, iletropolitan Sewage Works, 428, 445, 446, 469, 470, 473, 511 London water supply, 426 Lowcock's filter for biological treatment of sewage, 478 Low level sewers, mode of connecting with high level, ] 5. Lynde's principle of draining by deflec- tion, 27 M. Made ground, sanitary notes on, 407 Magnetic spongy carbon, 456 Mains, water supply, example of applica- tion of formula;, 194 Manchester, disposal of sludge at, 535 Mangotsfield Sewerage and Sewage Disposal Works by the International process, 456 Manhole cover, oval ventilating, 268 covers, 239-241, 268 Manholes, 16, 236, 373 rock-concrete, 237, 238 • for flushing drains, 373 at junctions, 16 straight lines between, 16 Manlove, Alliott & Co., sludge press, 550 Manure, excreta manufactured into, at Rochdale, 9, 539 at Southampton, 573 Manure, sludge, 538 Massachusetts, experimental investiga- tions by the State Board of Health on biological disposal of sewage, 475 preoipitants, comparative advan- tages of different, 465 ■ filtration, 439 Maximum flow of sewage, 29 Mean and maximum velocities, ratio of (Prony), 75 Mean, surface, and bottom velocities (Bazin), 74 Mean and surface velocities, relation between, 74