2. 您的位置
3. 首页
4. 会议论文
5. River Discharge Measurement with Acoustic Doppler Profiler during Typhoon Flood

River Discharge Measurement with Acoustic Doppler Profiler during Typhoon Flood

来源 :35th IAHR World Congress(第三十五届国际水利学大会) | 被引量 : 0次 | 上传用户：cnzzzbjzbgs

【摘 要】

：

High flow data is one of the most important information for river flood control and water management.The Price current meter is usually used to measure river velocity and discharge.

【作 者】

：

Ying-Chih Lin Chih-Hsiung Peng Hsun-Chuan Chan Jan-Mou Leu 

【出 处】

：

35th IAHR World Congress(第三十五届国际水利学大会)

【发表日期】

：

2013年2期

【关键词】

：

ADCP Discharge Flow velocity 

下载到本地 , 更方便阅读

下载此文 赞助VIP

声明 : 本文档内容版权归属内容提供方 , 如果您对本文有版权争议 , 可与客服联系进行内容授权或下架

论文部分内容阅读

High flow data is one of the most important information for river flood control and water management.The Price current meter is usually used to measure river velocity and discharge.

其他文献

Experimental Study of Hydraulic Characteristics on Dovetail-shaped Flip Bucket

Flip buckets are commonly employed to dissipate energy by discharging flow away from the dam toe into a plunge pool or a river channel.Dovetail-shaped flip bucket is a novel design type to be consider

会议

Experimental studyDovetail-shaped flip bucketTakeoff and deflection anglePres

The Test Study on Scour Law in Riverbed of the River Closure Gap

In process of the river closure, as the closure gap narrows continuously, both the water head between the upstream and downstream of closure dike and the flow velocity in the closure gap increase grad

会议

River closureDumping intensityRiverbed scour

Derivation of Dam Failure Empirical Equations for Landslide Dam

Under the condition of overtopping or discharging through a prefabricated channel, the author had conducted a series of dam failure experiments of single landslide dam and two cascade landslide dams b

会议

OvertoppingDischarging through a prefabricated channelDam breakCascade dams f

Scour Morphology around Bridge Abutmentswith Non-Uniform Sediment under Ice Cover

This paper presents the results from two experimental flume studies on the local scour morphology around semi-circular bridge abutments.

会议

Ice coverArmor layerLocal scourBridge abutmentNon-uniform sediment

Experimental Research on the Water-sediment Separator of the Multilevel Inclined Plates

optimized the structure of the inclined settler by means of canalized design, having dynamic water cycle experiments with the water-sediment separator of the multilevel inclined plates under condition

会议

water-sediment separationinclined plate sedimentation tankcanalized designsep

Experimental Study on Landslide Dam Break Due to Overtopping

Landslide dam is a great threat to the security and well being of downstream property and people.Investigating the dam break mechanism and providing an effective forecast of the peak discharge are cri

会议

Landslide damDam breakExperimentPhysical-based model

The Water-Wings and its Weakening Methods Downstream of the Bottom Discharge Outlets of High Dams

The water-wings are the specific flowing phenomena which occurred frequently at the discharge structure in hydraulic and hydro-electric engineering project.Some types of water-wings will cause harmful

会议

HydraulicsDeep discharge outletRadial gateSudden lateral enlargementWater-wi

Experimental Investigation of Flow Conditions over Cambasi Dam Spillway

The entrance conditions, flow around the piers and the pressure distributions along the centerline and the side of the spillway channel for different discharges were investigated for Cambasi dam that

会议

CavitationConverging channelExperimentHydraulic modelingSpillway

Experimental Study on the Effect of Inflow Sediment Concentration on Sediment Removal Efficiency of

For irrigation and public water uses, to remove sediment (especially fine sediment) from raw river water is one of the most important issues faced today.

会议

Vortex chamberSediment removal efficiencyVortex flowWater intake ratio

An Analysis on the Uncertainty of Flow Velocity Distribution in Non-submerged Live Vegetation

An experiment with non-submerged live vegetation was performed in a flume, and statistical analysis of velocity data measured along vertical lines was conducted with the time average method.

会议

Non-submerged live vegetationReynolds stressVelocity distribution equationBin