Hydraulic Tables, Coefficients & Formulae: for Finding the Discharge of ...
Hydraulic Tables, Coefficients & Formulae: for Finding the Discharge of ...
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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.
What to read after Hydraulic Tables, Coefficients & Formulae: for Finding the Discharge of ...?
You can find similar books in the "Read Also" column, or choose other free books by John Neville to read onlineMoreLess
To quickly assess the difficulty of the text, read a short excerpt:
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.
What to read after Hydraulic Tables, Coefficients & Formulae: for Finding the Discharge of ...?
You can find similar books in the "Read Also" column, or choose other free books by John Neville to read onlineMoreLess
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