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Keywords: ANTI SCOUR
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Journal Articles
Journal of the Institution of Civil Engineers (1939) 12 (8): 251–271.
Published: 01 October 1939
.... The apron was much too short, being only 8 feet 6 inches in length, and Figs. 28. c _I: S" dlc" BED AS EXISTING IN 1937. BED A 5 REPRODUCED I N MODEL. -Average flood-level MODEL-BED WITH ANTI-SCOUR SILL. BED AFTER OPERATION OF SLUICE I N NATURE 22.4.38 SCOUR AND SUBSEQUENT RECOVERY. Srale: 1 mch 24 leet...
Journal Articles
Journal of the Institution of Civil Engineers (1938) 10 (2): 133.
Published: 01 December 1938
...R V BURNS; C M WHITE PROTECTION DAMS WEIRS SLUICES SCOUR ANTI SCOUR CORRIGENDA. VOL. 10: 1938-39. p. 26 (November), equation (1); for PV& __ >10 P p l & rend __ >l0 P p. 34 (November), lines 28 et s q . ; for Figs. 9 ( a )read Figs. 9 ( d ) for Figs. 9 (b)read Figs. 9 (c) for Figs. 9 (c...
Journal Articles
Journal of the Institution of Civil Engineers (1938) 10 (1): 23–46.
Published: 01 November 1938
...R V BURNS; C M WHITE © Thomas Telford and ICE 1938 PROTECTION DAMS WEIRS SLUICES SCOUR ANTI SCOUR MODELS EXPERIMENTS EQUIPMENT BEDS MATERIALS TESTS APRONS PROTECTIVE DEVICES SILLS INFLUENCE TAILWATER DEPTH DISCHARGES SIZE RTJRNS AND WHITE ONPROTECTION OF DAMS,ETC...
