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1-4 of 4
Keywords: CREST
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Journal Articles
D R DAVILA, J M GAVIN, J MITCHELL, O B RATTENBURY, E G WALKER, W F STANTON, A G LE CLERCQ, A G L CLERCQ
Minutes of the Proceedings of the Institution of Civil Engineers (1932) 233 (1932): 235–240.
Published: 01 January 1932
...D R DAVILA; J M GAVIN; J MITCHELL; O B RATTENBURY; E G WALKER; W F STANTON; A G LE CLERCQ; A G L CLERCQ © Thomas Telford and ICE 1932 IMPROVEMENT PORTS EXTENSIONS BREAKWATERS HARBOURS WAVES CREST FAILURES DESTRUCTION ACCIDENTS RECONSTRUCTION FOUNDATIONS SAND DEPTH DREDGING...
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1925) 220 (1925): 110–123.
Published: 01 January 1925
... the upstrecm ancl donmstream edges were rounded, the calculated discllwrge woultl be 10.5 cImcs per linear foot. With 4 fcet of watm above the crest level of the spillway the calculated ciixharge of a fiat-topped weir woulcl be 21.9 cusecs, and with thc w i r rounded both upstrcanl and dowustrcam 30.6 cusccs...
Journal Articles
SM DIXON, WC UNWIN, FC LEA, RE TICKELL, ES LINDLEY, MK RICE OXLEY, DH THOMSON, C BATHO, CH ROBERTS, SC LEWIS, FW MACAULAY
Minutes of the Proceedings of the Institution of Civil Engineers (1925) 220 (1925): 110–123.
Published: 01 January 1925
...SM DIXON; WC UNWIN; FC LEA; RE TICKELL; ES LINDLEY; MK RICE OXLEY; DH THOMSON; C BATHO; CH ROBERTS; SC LEWIS; FW MACAULAY © Thomas Telford and ICE 1925 MEASUREMENT DISCHARGES ROCKS DAMS EXPERIMENTS WEIRS COEFFICIENTS MEASURING TANKS BROAD CRESTED SHARP TEMPORARY WATER...
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1922) 214 (1922): 333–345.
Published: 01 January 1922
...H H DARE WATER CONSERVATION & IRRIGATION COM. SPILLWAYS DAMS IRRIGATION DISCHARGES FLOODS CATCHMENTS MODELS TESTS RESERVOIRS WEIRS SURCHARGE BEHAVIOUR STORAGE CREST LENGTH DEPTH STORAGE BURRINJUCK DAM NEW SOUTH WALES MURRUMBIDGEE R. GOULBURN RIVER...
