A new approach for deducing the stage-discharge relationship of triangular in plan sharp-crested weirs-Reference-Cited by-同舟云学术

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A new approach for deducing the stage-discharge relationship of triangular in plan sharp-crested weirs

Published:2013-08 Issue: Volume:32 Page:71-75
ISSN:0955-5986
Container-title:Flow Measurement and Instrumentation
language:en
Short-container-title:Flow Measurement and Instrumentation

Author:

Di Stefano C.,Ferro V.

Publisher

Elsevier BV

Subject

Electrical and Electronic Engineering,Computer Science Applications,Instrumentation,Modeling and Simulation

Reference19 articles.

1. Hydrometry;Boiten,2000

2. Discharge characteristics of weirs of finite crest length;Azimi;Journal of Irrigation and Drainage Engineering, ASCE,2009

3. Channel transitions and controls. Engineering Hydraulics, Cap. VIII;Ippen,1950

4. Characteristics of flow over terminal weirs and sills;Kandaswamy;Journal of the Hydraulic Division, ASCE,1957

5. The influence of surface tension on weir flow;Sargison;Journal of Hydraulic Research,1972

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1. Investigating the numerical modeling of the effect of direct and lateral congress overflows in channels on the discharge coefficient;Journal of the Selva Andina Research Society;2024-02-01

2. Determination of flow characteristics over sharp-crested triangular plan form weirs using numerical simulation;Water Science;2023-07-18

3. Measurement of discharge in open channels: A case study of laboratory discharge calibration model;AIP Conference Proceedings;2022

4. A hybrid gene expression programming model for discharge prediction;Proceedings of the Institution of Civil Engineers - Water Management;2021-11-24

5. Experimental Investigation of One-Cycle Triangular Labyrinth Weirs with an Upstream Pool;Journal of Irrigation and Drainage Engineering;2020-07

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