... for test purposes, the lining had been sounded for drummy patches, the presence of which might have been a predisposing cause for the blistering ? The Author s reply will be published later.-SEC. INSTC.E. Paper No. 5206. Further Note on Flood-Hydrographs. t By BERTRAMDARELLRICHARDBS.,Sc. (Eng M. Inst...

...B D RICHARDS © Thomas Telford and ICE 1939 FLOODS HYDROGRAPHS CORRIGENDA. VOL. 11, 1938-39. p, 492 (April 1939), lines 14 and 15 ; for was not very popular read was now very popular p. 498 (April 1939), line 32 ; the von KBrrninPrsudtl formula should r e d - i f 1a>+Y =442s log - 1.17...

...B D RICHARDS Paper No. 5206. " Further Note on Flood-Hydrographs." By BERTRAM DARERLILCHARDSB,.Sc. (Eng M. Inst. C.E. (Ordered by the Council to be published with written discussion.)l TBBLE O F CONTENTS. Introduction. . . . . . . . . . . . . . . . . . . . PAQE 685 Yhapo of the hydrograph...

...B D RICHARDS; J S ALFORD; W J E BINNIE; H J F GOURLEY; J M LACEY; G E LILLIE; P J ROBINSON © Thomas Telford and ICE 1937 FLOODS HYDROGRAPHS RAINFALL HYDROGRAPHY DISCHARGES RIVERS CATCHMENTS WEIRS FORMULAE APPLICATION OF VIBRATION TO PRE-CASTING OF CONCRETE. 451 solids forming...

... FLOATS METERS HYDROGRAPHS INSTRUMENTS INSTRUMENTATION STATIONS FLOODS CURRENTS RIVER SEVERN UK CORRESPONDENCEON FLOW OF THE RIVER SEVERN, 1921-36. 525 Paper No. 51131. The Flow of the River Severn, 1921-36. By Professor STEPHENMITCHEL DIXON,O.B.E., M.A., B.A.I., M.Inst. C.E...

...B D RICHARDS © Thomas Telford and ICE 1937 FLOODS HYDROGRAPHS JOURNAL OF THEINSTITUTION OF CIVIL ENGINEERS, NO.8. 1936-37. OCTOBER 1937 INSTITUTION LECTURE TO STUDENTS, 1936-37.1 I Modern Methods of Structural Design. By Professor JOHN FLEETWOBOADKERM, A.,D.Sc., Assoc. M. Inst. C.E...

...S M DIXON; G FITZGIBBON; M A HOGAN; ALBRECHT © Thomas Telford and ICE 1937 FLOW RIVERS CATCHMENTS GAUGING SECTIONS METHODS DISCHARGES MEASUREMENT STAGE CURVES CALCULATIONS HYDROGRAPHS FLOODS DURATION VARIATIONS RAINFALL RUNOFF RECORDS CALCULATIONS CURRENTS METERS...

... CURRENTS METERS INSTRUMENTS INSTRUMENTATION DISCHARGES STATIONS METEOROLOGY METHODS HYDROGRAPHS LEVELS RECORDS CORRELATION COEFFICIENTS STORAGE YIELD VELOCITY RATIOS CALCULATIONS CABLES SUSPENSION GEARS EQUIPMENT RIVER SEVERN UK © Thomas Telford and ICE 1937 114...

...B D RICHARDS FLOODS HYDROGRAPHS METHODS ESTIMATES CATCHMENTS FORMULAE RECORDS CALCULATIONS RESERVOIRS LAG EFFECT DESIGN RAINFALL COEFFICIENTS INTENSITY EQUATIONS WEIRS © Thomas Telford and ICE 1937 RICHARDS ON FLOOD-HYDROGRAPHS. 405 Paper No. 5087. Flood-Hydrographs...

... a river-valley in the form of one or more waves, that is to say the flood-levels gradually rise to a peak, remain a t peak-level for a period, and then subside. It frequentlyhappens that a second or third peak follows the first peak, the shape of the hydrograph depending on the intensity and distribution...