## The elements of water supply engineering |

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abutments approximate aqueduct ascer assumed boiler branch calculation center wall centre of gravity coefficient compressive stresses conduit Croton aqueduct crown cubic cubic foot curve diameter of pipe difference of level embankment equal equation example extrados extremity factor of safety feet per second fifth powers filtration flow foot formula friction give given greater heat high duty horizontal horse power hydraulic grade line inches increased joint of rupture junction laid length less long pipes loss of head lower masonry dams mortar obtained piezometric head pipe line pounds practice proper pumping engine radius regard reservoir resistance riprapping rise rough pipes semi-circular arch shown in Fig side slope smooth spandril spillway square mile square root stones storage stream sufficient suppose surface thickness tion top width total head triangle U. S. gallons value of h velocity vertical voussoir water supply whence