Hydraulic Tables, Coefficients & Formulae: for Finding the Discharge of ...

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Hydraulic Tables, Coefficients & Formulae: for Finding the Discharge of ...
John Neville
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Man-holes andyentilating shafts Lamp-holes Gulhes Outlet works, overflows, and ex- tra work on steep gradients, &o &c. of existing sewers, 10 per cent.
Total • 78,886 Number 600 600 8,000 122,980 The following estimates have been made for lay- ing pipes at Tottenham, not including their cost : — Diameter of pipe in inches.
6 Id Depth 6 feet.
Sid.
9id.
Hid.
Deptli 8 feet.
Itopth lOftet Ud.
lid.
Uid.
Uid.
Uld.
U^d.
The cost of laying alone at St Thomas's^ Exeter^ Digitized by VjOOQ iC OHEFIOES, W
...EIBS, PIPES, AND SIVEBS. 346 6 inch pipes 5d. per foot lineaL 8 to 4 feet deep.
9 „ 6d. „ 8 to 4 feet deep.
12 „ Sd. „ 6 feet deep.
15 „ 9d. „ 6 feet deep.
18 ,, lid. „ 5 feet deep.
2d. per foot lineal for relaying pitching ; 4d, for macadamized roads ; and Qd. for pavements.
The author has constructed a large quantity of main sewers, from 18 inches to 2 feet and 2 feet 6 inches wide^ and 4 feet 6 inches high; the side walls built with rubble masonry, 9-inch seg- ment inverts laid with 4i-inch courses in cement ; the top sometimes flagged, when flags of sufficient length could be procured, and sometimes arched with rough rubble arches.


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