摘要:

An experimental study of wave only of interest to researche shore platforms. The American up must be taken into account on offshore platforms in orde wave striking the platform's add a small percentage of the depth. The research conducted mates of runup on piles and p diameter (D) much less than a between runup and velocity he as small as 0.015 (the scatte is a pile radius). No signifi of the three piles in a pile single piles and pile groups runup on vertical and inclined cylinders is not rs but also to practicing design engineers of off- Petroleum Institute RP2A(1) states that wave runwhen determining the appropriate deck clearances r to avoid the large forces which could result from lower deck. The present practice appears to be to water depth to the design crest height and water in this study was aimed at obtaining better estiile groups. A thin pile is defined as having its wave length (L). It was found that a relationship ad can be used for piles with scattering parameters ring parameter is defined as ka = (2Π/L)a, where a cant increase in runup is caused by the interaction group. A design procedure for estimating runup on is given in the paper.

ISSN:0022-1686    

DOI:10.1080/00221688209499497

出版商:Taylor & Francis Group    

年代:1982

数据来源: Taylor

摘要:

A laboratory study of a river discharge to a stratified receiving basin has been made to control a conjecture that mixing occurs predominantly in a frontal region in the absence of wind and tidal currents. Buoyant surface discharges with a densimetric Froude number of ca. 1 and various aspect ratios were studied in a simulated fjord basin with a seaward narrows. The results show that river plume mixing can be simulated with reasonable accuracy in distorted Froude models as long as the width-to-depth aspect ratio is large in the laboratory. The salinity of the river plume reduces with reduced width of the seaward constriction, supporting the above conjecture. Surface tension is a crucial limiting factor for laboratory simulation of plume mixing.

ISSN:0022-1686    

DOI:10.1080/00221688209499498

出版商:Taylor & Francis Group    

年代:1982

数据来源: Taylor

摘要:

This phenomenon, commonly referred to as Polymer Drag Reduction, is familiar to specialised researchers in fluid mechanics but as yet little known to hydraulic engineers. The present review is aimed first of all at introducing the topic to a wider readership of research and design engineers and then goes on to consider possible industrial applications for drag reduction flow systems including details of full-scale field trials whenever available.

ISSN:0022-1686    

DOI:10.1080/00221688209499499

出版商:Taylor & Francis Group    

年代:1982

数据来源: Taylor

ISSN:0022-1686    

DOI:10.1080/00221688209499500

出版商:Taylor & Francis Group    

年代:1982

数据来源: Taylor

ISSN:0022-1686    

DOI:10.1080/00221688209499501

出版商:Taylor & Francis Group    

年代:1982

数据来源: Taylor

摘要:

APPLIED MODELING OF HYDROLOGIC TIME SERIESby J. D. SALAS, J. W. DELLEUR, V. YEVJEVICH and W. L. LANE Water Resources Publications, P.O. Box 2841, Littleton, CO 80161 - USA, XiV, 48A pp., Price $ 25, –.

ISSN:0022-1686    

DOI:10.1080/00221688209499502

出版商:Taylor & Francis Group    

年代:1982

数据来源: Taylor

ISSN:0022-1686    

DOI:10.1080/00221688209499503

出版商:Taylor & Francis Group    

年代:1982

数据来源: Taylor

ISSN:0022-1686    

DOI:10.1080/00221688209499496

出版商:Taylor & Francis Group    

年代:1982

数据来源: Taylor