• 不 限
  • 期刊论文
  • 硕博论文
  • 会议论文
  • 报 纸
  • 英文论文
  2. 您的位置
  3. 首页
  4. 会议论文
  5. Baffle Drop Structures for Diversion of Storm Water to Underground Tunnels

Baffle Drop Structures for Diversion of Storm Water to Underground Tunnels

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：fanfansis
【摘 要】
：
A baffle-drop structure is a flow conveyance structure that can be used for transport of urban storm water down to underground storage tunnels.The water cascades down the structure from baffle to baff
【作 者】
：
Troy C.Lyons Andrew J.Craig Anthony Margevicius David Servidio 
【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】
：
Drop structure Baffle drop Cascading flow Storm water conveyance Urban flooding 
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
A baffle-drop structure is a flow conveyance structure that can be used for transport of urban storm water down to underground storage tunnels.The water cascades down the structure from baffle to baffle and plunges into a pool at the bottom from where it is conveyed to the tunnel via an adit.
其他文献
The Ecological Footprint Model and Its Application of The Yellow River Water Supply Project
This paper introduces basic concepts and theoretical calculation of ecological footprint, based on the previous research based on the ecological footprint of hydropower engineering, ecological footpri
会议
Water supply engineeringEcological footprintEcological deficitSustainable dev
Study on Discharge Capacity of Micro-pressure Porous Tube
The porous discharge flow tube has been widely used in agriculture, water supply and drainage, ventilation, chemical and other fields.
会议
Porous tubeFlow ratePressure distribution
Experimental Derivation of the Empiric Equation to Calculate the Time Required for Wetting the Crop
Demand for flesh water resources is increasing every year in many countries around the world, while its reserves are reduced as a result of anthropogenic influence.
会议
Water resourcesIrrigationEfficiencyLysimeter experimentMoisture movement
On Wave-defect Interaction in Pressurized Conduits
Pressurized water systems are continually in flux, with routine operational changes inducing numerous high-speed hydraulic disturbances or signals that propagate at speeds of the order of 1 km/s.Such
会议
Pressurized conduitsWave Defect Interaction2D compressible modelBragg-type re
Invited lecture: Vibrations of City Buildings and Ground Induced by nearby High Dam Flood Discharge
A systematic in situ observation is carried out according to the vibrations of city buildings and ground induced by nearby high dam flood discharge, to study the vibration transmission pattern and the
会议
High dam flood dischargeCity vibrationHydroelastic modelVibration isolationV
Air-water Surface Roughness in Self-Aerated Stepped Spillway Flows
Stepped spillways are known to be effective structures in regard to energy dissipation.Due to the step-induced macro-roughness, the flow resistance increases and self-aeration sets in earlier when com
会议
Stepped spillwayAir-water flowPhysical modelingHigh-speed cameraUltrasonic s
3D-numerical Refinements to Simulate High-Head Power Plants
The presented work deals with the coupling of 1D-and 3D-numerical approaches to simulate water hammer effects and surge tanks of high-head power plants.
会议
3D-numericOptimizationLocal head lossSurge tankPower plant
A Strategy for the Interaction between Hydraulic and Numerical Models
A strategy for the design of hydraulic structures isproposed, consisting in a first stage where the flow in the physical model is numerically simulatedin order to validate the numerical model, and in
会议
Hydraulic modelsNumerical modelsHydraulic designScale effectsModels interact
A Simple Model to Extend 1-D Hydraulics to 3-D Hydraulics
The core of fluid mechanics is the study of friction on a solid/liquid interface, the friction force can be divided into skin friction and form drag.
会议
Hydraulic RadiusSkin frictionForm dragSeparation zoneDead fluid volume
3D Numerical Simulation of Flow over a Piano Key Weir
The Piano Key Weir is a type of nonlinear (labyrinth-type) weir using overhangs to reduce the footprint of the foundation so that it can be placed directly on a dam crest.
会议
Piano Key WeirDischarge capacityNumerical simulationHydraulic characteristics