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.

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    CHAPTER III.—THE FLOW OF LIQUID, KTC.—(continued). Channels—Two Interpolated Coefficients—Gaiiguillet and Kutter's Formula— Their Investigations—Value of (c) and Constants («), {I), and (m) in English Measure—Six Categories—For Value of Gra]ihic Solution—Preparation of Diagram—Table of Off-Sets for (n) Lines—Method of Finding {v)—Also Maximum Velocity—Value of Labour-saving Tables—lielative Accuracy of Formulae— Difficulty in Selecting V.alue for {n)—Flynn's Modification of Kutter's Formula —Author's Form—Table of Ordinates for Slope Curves ... ... ... 37 CHAPTER IV.—HYDRAULIC MEMORANDA. Pressure at any Point in a Liquid—Head of Pressure—Head of Elevation—Loss of Head—Reduction of Velocity through Pipe—Resistance of Pipe—Minor Losses —Loss due I to Velocity — Orifice of Entry — Elbow — Bends Angular — Circular—Sine of Inclination—Heads in Main—Hydraulic Gradient—Direction of Main—Wetted Perimeter and Hydraulic Mean Depth—Syphons—Egg-shaped Sewers, Ordinary Form—Proportions for—Hydraulic Table for—Modified Form of Egg-shaped Sewer—Proportions of—Hydraulic Table for—Jackson's Peg-top Section—Proportions for—Hydraulic Table for—Discharge of Water over a Notch or Weir—To Raise a lii ver a certain Height by a Weir—Gauging a Stream —Triangular Notch—Separating Weirs—Measurement of Velocity of Stream— Relation between Mean and Surface Velocities (Bazin)—Mean Velocities from Maximum Surface Velocities (Bazin)—Destructive Velocities (Kutter)—Abrading and Transporting Power of Water ... . ... ... .. ... 57 HYDRAULIC TABLES. This section contains an entirely new and extensive series of TABLES giving the VELOCITY and DISCHARGE of SEWERS, PIPES and CON- DUITS (CIRCULAR and EGG-SHAPED), specially computed for this work byGANGUILLET and KUTTER'S FORMULA; together with a large number of other Tables of great assistance to Engineers (vide List of Tables, pp. xviii—xx) ... ... .. ...81—174 CHAPTER v.—APPLICATION OF FORMULAE OF DARCY AND BAZIN, AND ALSO OF GANGUILLET AND KUTTER, Drainage—With Glazed Stoneware Pipes—Example I.—Size and Self-Cleansing Capacity—Example II.—Slopes—Example 111.—Angular Section—Example IV. —Water Supply with Cast-iron and Wrought-iron Pipes—Example V.—Services —Example VI.—Mains—Example VII.—Horse-power ... ... ... 175 CHAPTER VI.—CONSTRUCTION AND MATERIALS. Portland Cement—Contraction of—Expansion of—Cement Store-house—Hydraulic Lime—Sand—Mortar—Grout—Concrete—Bricks—Description of Pipes Used— Stoneware Tested Pipes, Strength of—Maximum Diameter—Thickness of— Length of—Forms of—Granite Stoneware Sanitary Pipes—Special Connections— Standard Access Pipes—Loco Inspection Shaft—Concrete Pipes—Sizes of —Joints : How Made—Saddle-joints—Stanford's Patent Joint—The Double Seal —Doulton's Self-adjusting—The Archer Patent Joint—Robin's—Hassall's— Green's Patent True-invert Pipe—Paragon Pipes—The Loco Drain Joint —Ames and Crosta Pipe Joint—Single Seal and Double Seal—Sykes'Patent Joint —Constructing Drains—Preliminary Arrangements—Excavating Trenches— Pipe Laying—The Loco Drain Badger—Dejith—Method of—Cause of Breakage