J ALLEN
Close
Follow your search
Access your saved searches in your account
Would you like to receive an alert when new items match your search?
Close Modal
Sort by
Journal Articles

TECHNICAL NOTE. SIGNIFICANCE OF THE BOUNDARY SHEAR STRESS/MOMENTUM FLUX RATIO.

J ALLEN, REYNOLDS
Journal: Proceedings of the Institution of Civil Engineers
Proceedings of the Institution of Civil Engineers (1981) 71 (1): 269–271.
https://doi.org/10.1680/iicep.1981.2152
Published: 01 December 1981
View article titled, TECHNICAL NOTE. SIGNIFICANCE OF THE BOUNDARY SHEAR STRESS/MOMENTUM FLUX RATIO.
Open the PDF for TECHNICAL NOTE. SIGNIFICANCE OF THE BOUNDARY SHEAR STRESS/MOMENTUM FLUX RATIO. in another window
Add to Citation Manager for TECHNICAL NOTE. SIGNIFICANCE OF THE BOUNDARY SHEAR STRESS/MOMENTUM FLUX RATIO.
Journal Articles

TECHNICAL NOTE. DISCUSSION. THE TRANSITION FROM LAMINAR TO TURBULENT FLOW.

DIH BARR, REYNOLDS, J ALLEN, COLEBROOK WHITE
Journal: Proceedings of the Institution of Civil Engineers
Proceedings of the Institution of Civil Engineers (1980) 69 (4): 1075–1076.
https://doi.org/10.1680/iicep.1980.2197
Published: 01 December 1980
View article titled, TECHNICAL NOTE. DISCUSSION. THE TRANSITION FROM LAMINAR TO TURBULENT FLOW.
Open the PDF for TECHNICAL NOTE. DISCUSSION. THE TRANSITION FROM LAMINAR TO TURBULENT FLOW. in another window
Add to Citation Manager for TECHNICAL NOTE. DISCUSSION. THE TRANSITION FROM LAMINAR TO TURBULENT FLOW.
Journal Articles

DISCUSSION. INTEGRAL SOLUTIONS OF THE GRADUALLY VARIED EQUATION FOR RECTANGULAR AND TRIANGULAR CHANNELS.

A KUMAR, BRESSE, KJ ENEVER, J ALLEN
Journal: Proceedings of the Institution of Civil Engineers
Proceedings of the Institution of Civil Engineers (1979) 67 (1): 221–225.
https://doi.org/10.1680/iicep.1979.2329
Published: 01 March 1979
View article titled, DISCUSSION. INTEGRAL SOLUTIONS OF THE GRADUALLY VARIED EQUATION FOR RECTANGULAR AND TRIANGULAR CHANNELS.
Open the PDF for DISCUSSION. INTEGRAL SOLUTIONS OF THE GRADUALLY VARIED EQUATION FOR RECTANGULAR AND TRIANGULAR CHANNELS. in another window
Add to Citation Manager for DISCUSSION. INTEGRAL SOLUTIONS OF THE GRADUALLY VARIED EQUATION FOR RECTANGULAR AND TRIANGULAR CHANNELS.
Journal Articles

DISCUSSION. THE DYNAMIC SIMULATION OF UNSTEADY FRICTIONAL FLOW IN TIDAL ESTUARIES.

DJ BALL, S DAS GUPTA, J ALLEN, C HEWITT, DM MCDOWELL, KK BANDYOPADHYAY, TL SHAW, JA FOX, WJ MORRIS, AR HALLIWELL
Journal: Proceedings of the Institution of Civil Engineers
Proceedings of the Institution of Civil Engineers (1972) 53 (2): 39–399.
https://doi.org/10.1680/iicep.1972.5435
Published: 01 September 1972
View article titled, DISCUSSION. THE DYNAMIC SIMULATION OF UNSTEADY FRICTIONAL FLOW IN TIDAL ESTUARIES.
Open the PDF for DISCUSSION. THE DYNAMIC SIMULATION OF UNSTEADY FRICTIONAL FLOW IN TIDAL ESTUARIES. in another window
Add to Citation Manager for DISCUSSION. THE DYNAMIC SIMULATION OF UNSTEADY FRICTIONAL FLOW IN TIDAL ESTUARIES.
Journal Articles

DISCUSSION. TECHNICAL NOTE. HYDRAULIC DESIGN OF PIPE OUTLETS INTO OPEN CHANNELS.

JRD FRANCIS, OA GUNDAWARDANA, J ALLEN
Journal: Proceedings of the Institution of Civil Engineers
Proceedings of the Institution of Civil Engineers (1970) 46 (3): 386.
https://doi.org/10.1680/iicep.1970.6737
Published: 01 July 1970
View article titled, DISCUSSION. TECHNICAL NOTE. HYDRAULIC DESIGN OF PIPE OUTLETS INTO OPEN CHANNELS.
Open the PDF for DISCUSSION. TECHNICAL NOTE. HYDRAULIC DESIGN OF PIPE OUTLETS INTO OPEN CHANNELS. in another window
Add to Citation Manager for DISCUSSION. TECHNICAL NOTE. HYDRAULIC DESIGN OF PIPE OUTLETS INTO OPEN CHANNELS.
Journal Articles

DISCUSSION. WATER SURFACE PROFILES IN GRADUALLY VARIED OPEN-CHANNEL FLOW.

J ALLEN, KJ ENEVER, AA SMITH
Journal: Proceedings of the Institution of Civil Engineers
Proceedings of the Institution of Civil Engineers (1969) 43 (3): 463–472.
https://doi.org/10.1680/iicep.1969.7339
Published: 01 July 1969
View article titled, DISCUSSION. WATER SURFACE PROFILES IN GRADUALLY VARIED OPEN-CHANNEL FLOW.
Open the PDF for DISCUSSION. WATER SURFACE PROFILES IN GRADUALLY VARIED OPEN-CHANNEL FLOW. in another window
Add to Citation Manager for DISCUSSION. WATER SURFACE PROFILES IN GRADUALLY VARIED OPEN-CHANNEL FLOW.
Journal Articles

THE STREAMLINED BROAD-CRESTED WEIR.

AJM HARRISON, S MONTES, AR MANNING, AR HALLIWELL, JM WILLIAMS, E MARKLAND, J ALLEN, JA HILL, EA BUNT, MB ABBOTT, CD SMITH, RW HERSCHY, FVA ENGEL, GW HALL
Journal: Proceedings of the Institution of Civil Engineers
Proceedings of the Institution of Civil Engineers (1969) 42 (4): 575–599.
https://doi.org/10.1680/iicep.1969.7471
Published: 01 April 1969
View article titled, THE STREAMLINED BROAD-CRESTED WEIR.
Open the PDF for THE STREAMLINED BROAD-CRESTED WEIR. in another window
Add to Citation Manager for THE STREAMLINED BROAD-CRESTED WEIR.
Journal Articles

DISCUSSION. THE HYDRAULIC JUMP AND OTHER PHENOMENA ASSOCIATED WITH FLOW UNDER RECTANGULAR SLUICE-GATES.

J ALLEN, SS HOQ, HI HAMID, AH SHAIKH, DIH BARR
Journal: Proceedings of the Institution of Civil Engineers
Proceedings of the Institution of Civil Engineers (1969) 42 (4): 529–533.
https://doi.org/10.1680/iicep.1969.7467
Published: 01 April 1969
View article titled, DISCUSSION. THE HYDRAULIC JUMP AND OTHER PHENOMENA ASSOCIATED WITH FLOW UNDER RECTANGULAR SLUICE-GATES.
Open the PDF for DISCUSSION. THE HYDRAULIC JUMP AND OTHER PHENOMENA ASSOCIATED WITH FLOW UNDER RECTANGULAR SLUICE-GATES. in another window
Add to Citation Manager for DISCUSSION. THE HYDRAULIC JUMP AND OTHER PHENOMENA ASSOCIATED WITH FLOW UNDER RECTANGULAR SLUICE-GATES.
Journal Articles

WATER SURFACE PROFILES IN GRADUALLY VARIED OPEN-CHANNEL FLOW

J ALLEN, K J ENEVER
Journal: Proceedings of the Institution of Civil Engineers
Proceedings of the Institution of Civil Engineers (1968) 41 (4): 783–811.
https://doi.org/10.1680/iicep.1968.7819
Published: 01 December 1968
View article titled, WATER SURFACE PROFILES IN GRADUALLY VARIED OPEN-CHANNEL FLOW
Open the PDF for WATER SURFACE PROFILES IN GRADUALLY VARIED OPEN-CHANNEL FLOW in another window
Add to Citation Manager for WATER SURFACE PROFILES IN GRADUALLY VARIED OPEN-CHANNEL FLOW
Journal Articles

THE HYDRAULIC JUMP AND OTHER PHENOMENA ASSOCIATED WITH FLOW UNDER RECTANGULAR SLUICE GATES

J ALLEN, H I HAMID
Journal: Proceedings of the Institution of Civil Engineers
Proceedings of the Institution of Civil Engineers (1968) 40 (3): 345–362.
https://doi.org/10.1680/iicep.1968.7909
Published: 01 July 1968
View article titled, THE HYDRAULIC JUMP AND OTHER PHENOMENA ASSOCIATED WITH FLOW UNDER RECTANGULAR SLUICE GATES
Open the PDF for THE HYDRAULIC JUMP AND OTHER PHENOMENA ASSOCIATED WITH FLOW UNDER RECTANGULAR SLUICE GATES in another window
Add to Citation Manager for THE HYDRAULIC JUMP AND OTHER PHENOMENA ASSOCIATED WITH FLOW UNDER RECTANGULAR SLUICE GATES
Journal Articles

DISCUSSION. THE FLOW OF WATER THROUGH SMOOTH OPEN CHANNELS OF NARROW RECTANGULAR AND T SHAPED CROSS SECTIONS.

J ALLEN, T M G CLOUGHLEY, M I ULLAH, H O PHELPS
Journal: Proceedings of the Institution of Civil Engineers
Proceedings of the Institution of Civil Engineers (1967) 37 (4): 837–841.
https://doi.org/10.1680/iicep.1967.8307
Published: 01 August 1967
View article titled, DISCUSSION. THE FLOW OF WATER THROUGH SMOOTH OPEN CHANNELS OF NARROW RECTANGULAR AND T SHAPED CROSS SECTIONS.
Open the PDF for DISCUSSION. THE FLOW OF WATER THROUGH SMOOTH OPEN CHANNELS OF NARROW RECTANGULAR AND T SHAPED CROSS SECTIONS. in another window
Add to Citation Manager for DISCUSSION. THE FLOW OF WATER THROUGH SMOOTH OPEN CHANNELS OF NARROW RECTANGULAR AND T SHAPED CROSS SECTIONS.
Journal Articles

THE FLOW OF WATER THROUGH SMOOTH OPEN CHANNELS OF NARROW RECTANGULAR AND T-SHAPED CROSS SECTIONS.

J ALLEN, M I ULLAH, REYNOLDS
Journal: Proceedings of the Institution of Civil Engineers
Proceedings of the Institution of Civil Engineers (1967) 36 (2): 325–349.
https://doi.org/10.1680/iicep.1967.8570
Published: 01 February 1967
View article titled, THE FLOW OF WATER THROUGH SMOOTH OPEN CHANNELS OF NARROW RECTANGULAR AND T-SHAPED CROSS SECTIONS.
Open the PDF for THE FLOW OF WATER THROUGH SMOOTH OPEN CHANNELS OF NARROW RECTANGULAR AND T-SHAPED CROSS SECTIONS. in another window
Add to Citation Manager for THE FLOW OF WATER THROUGH SMOOTH OPEN CHANNELS OF NARROW RECTANGULAR AND T-SHAPED CROSS SECTIONS.
Journal Articles

DISCUSSION. FLOW OF INCOMPRESSIBLE FLUIDS THROUGH CORRUGATED PIPES.

J ALLEN, A K BISWAS, D I H BARR, A A SMITH, C R NEILL, P ACKERS, DSIR, HRS
Journal: Proceedings of the Institution of Civil Engineers
Proceedings of the Institution of Civil Engineers (1965) 31 (4): 404–413.
https://doi.org/10.1680/iicep.1965.9364
Published: 01 August 1965
View article titled, DISCUSSION. FLOW OF INCOMPRESSIBLE FLUIDS THROUGH CORRUGATED PIPES.
Open the PDF for DISCUSSION. FLOW OF INCOMPRESSIBLE FLUIDS THROUGH CORRUGATED PIPES. in another window
Add to Citation Manager for DISCUSSION. FLOW OF INCOMPRESSIBLE FLUIDS THROUGH CORRUGATED PIPES.
Journal Articles

FLOW OF INCOMPRESSIBLE FLUIDS THROUGH CORRUGATED PIPES.

J ALLEN, REYNOLDS
Journal: Proceedings of the Institution of Civil Engineers
Proceedings of the Institution of Civil Engineers (1964) 28 (1): 31–38.
https://doi.org/10.1680/iicep.1964.10120
Published: 01 May 1964
View article titled, FLOW OF INCOMPRESSIBLE FLUIDS THROUGH CORRUGATED PIPES.
Open the PDF for FLOW OF INCOMPRESSIBLE FLUIDS THROUGH CORRUGATED PIPES. in another window
Add to Citation Manager for FLOW OF INCOMPRESSIBLE FLUIDS THROUGH CORRUGATED PIPES.
Journal Articles

DISCUSSION. FIELD AND MODEL INVESTIGATION INTO THE REASONS FOR SILTATION IN THE MERSEY ESTUARY. (INCLUDES CORRIGENDA).

W A PRICE, M P KENDRICK, D C MILNE, R A STEPHENSON, T J S MALLAGH, J H ALLEN, J ALLEN, G A WILSON, W R WINNETT, J W HUNTER, F H ALLEN, F W D DAVIS, R AGNEW, HRS, M J KENN, R B BULMAN, SIR C INGLIS, AB
Journal: Proceedings of the Institution of Civil Engineers
Proceedings of the Institution of Civil Engineers (1964) 27 (3): 613–647.
https://doi.org/10.1680/iicep.1964.10278
Published: 01 March 1964
View article titled, DISCUSSION. FIELD AND MODEL INVESTIGATION INTO THE REASONS FOR SILTATION IN THE MERSEY ESTUARY. (INCLUDES CORRIGENDA).
Open the PDF for DISCUSSION. FIELD AND MODEL INVESTIGATION INTO THE REASONS FOR SILTATION IN THE MERSEY ESTUARY. (INCLUDES CORRIGENDA). in another window
Add to Citation Manager for DISCUSSION. FIELD AND MODEL INVESTIGATION INTO THE REASONS FOR SILTATION IN THE MERSEY ESTUARY. (INCLUDES CORRIGENDA).
Journal Articles

DISCUSSION. THE RESISTANCE TO THE FLOW OF WATER ROUND A SMOOTH CIRCULAR BEND IN AN OPEN CHANNEL.

J ALLEN, S P CHEE, PRUS CHACINSKI, T M, D M MCDOWELL, F V A ENGEL, REYNOLDS
Journal: Proceedings of the Institution of Civil Engineers
Proceedings of the Institution of Civil Engineers (1963) 26 (2): 335–344.
https://doi.org/10.1680/iicep.1963.10446
Published: 01 October 1963
View article titled, DISCUSSION. THE RESISTANCE TO THE FLOW OF WATER ROUND A SMOOTH CIRCULAR BEND IN AN OPEN CHANNEL.
Open the PDF for DISCUSSION. THE RESISTANCE TO THE FLOW OF WATER ROUND A SMOOTH CIRCULAR BEND IN AN OPEN CHANNEL. in another window
Add to Citation Manager for DISCUSSION. THE RESISTANCE TO THE FLOW OF WATER ROUND A SMOOTH CIRCULAR BEND IN AN OPEN CHANNEL.
Journal Articles

THE RESISTANCE TO THE FLOW OF WATER ROUND A SMOOTH CIRCULAR BEND IN AN OPEN CHANNEL.

J ALLEN, S P CHEE, REYNOLDS
Journal: Proceedings of the Institution of Civil Engineers
Proceedings of the Institution of Civil Engineers (1962) 23 (3): 423–434.
https://doi.org/10.1680/iicep.1962.10878
Published: 01 November 1962
View article titled, THE RESISTANCE TO THE FLOW OF WATER ROUND A SMOOTH CIRCULAR BEND IN AN OPEN CHANNEL.
Open the PDF for THE RESISTANCE TO THE FLOW OF WATER ROUND A SMOOTH CIRCULAR BEND IN AN OPEN CHANNEL. in another window
Add to Citation Manager for THE RESISTANCE TO THE FLOW OF WATER ROUND A SMOOTH CIRCULAR BEND IN AN OPEN CHANNEL.
Journal Articles

DISCUSSION. MAINTENANCE OF HYDRO-ELECTRIC SCHEMES AND THE DEVELOPMENT OF SIDESTREAM INTAKES.

H D MORGAN, D D REID THOMAS, C M ROBERTS, L H DICKERSON, J ALLEN, J PATON, W E BLACKMORE, A C ALLEN, D E CROOK, H HEADLAND, J H FLEMING, M A CHAPPLE, D J COATS, A J OWEN, D KENNEDY, W G LOCKETT, NAYL
Journal: Proceedings of the Institution of Civil Engineers
Proceedings of the Institution of Civil Engineers (1962) 22 (4): 443–459.
https://doi.org/10.1680/iicep.1962.11018
Published: 01 August 1962
View article titled, DISCUSSION. MAINTENANCE OF HYDRO-ELECTRIC SCHEMES AND THE DEVELOPMENT OF SIDESTREAM INTAKES.
Open the PDF for DISCUSSION. MAINTENANCE OF HYDRO-ELECTRIC SCHEMES AND THE DEVELOPMENT OF SIDESTREAM INTAKES. in another window
Add to Citation Manager for DISCUSSION. MAINTENANCE OF HYDRO-ELECTRIC SCHEMES AND THE DEVELOPMENT OF SIDESTREAM INTAKES.
Journal Articles

DISCUSSION. THE EFFECT OF A TRANSITION CURVE ON THE LOSS OF HEAD AT A BEND IN A PIPELINE

W EASTWOOD, E J SARGINSON, A BREBNER, J ALLEN, R W BUCHANAN, H ADDISON
Journal: Proceedings of the Institution of Civil Engineers
Proceedings of the Institution of Civil Engineers (1961) 20 (1): 199–205.
https://doi.org/10.1680/iicep.1961.11285
Published: 01 September 1961
View article titled, DISCUSSION. THE EFFECT OF A TRANSITION CURVE ON THE LOSS OF HEAD AT A BEND IN A PIPELINE
Open the PDF for DISCUSSION. THE EFFECT OF A TRANSITION CURVE ON THE LOSS OF HEAD AT A BEND IN A PIPELINE in another window
Add to Citation Manager for DISCUSSION. THE EFFECT OF A TRANSITION CURVE ON THE LOSS OF HEAD AT A BEND IN A PIPELINE
Journal Articles

DISCUSSION. AN INVESTIGATION OF THE EFFECTS OF A PROPOSED DREDGING SCHEME IN SOUTHAMPTON WATER BY MEANS OF A HYDRAULIC MODEL.

W WRIGHT, R D LEONARD, J H JELLETT, J P M PANNELL, D H MACMILLAN, ALLEN, F H, J ALLEN, E W H GIFFORD, A H BECKETT, K C WILSON, A M HAWKER, N B WEBBER, A H DONALDSON, SIR C INGLIS
Journal: Proceedings of the Institution of Civil Engineers
Proceedings of the Institution of Civil Engineers (1960) 16 (2): 194–208.
https://doi.org/10.1680/iicep.1960.11807
Published: 01 June 1960
View article titled, DISCUSSION. AN INVESTIGATION OF THE EFFECTS OF A PROPOSED DREDGING SCHEME IN SOUTHAMPTON WATER BY MEANS OF A HYDRAULIC MODEL.
Open the PDF for DISCUSSION. AN INVESTIGATION OF THE EFFECTS OF A PROPOSED DREDGING SCHEME IN SOUTHAMPTON WATER BY MEANS OF A HYDRAULIC MODEL. in another window
Add to Citation Manager for DISCUSSION. AN INVESTIGATION OF THE EFFECTS OF A PROPOSED DREDGING SCHEME IN SOUTHAMPTON WATER BY MEANS OF A HYDRAULIC MODEL.
This Feature Is Available To Subscribers Only

or Create an Account

Close Modal
Close Modal