Seema Shah-Fairbank
Seema Shah-Fairbank
  • Видео 41
  • Просмотров 624 433

Видео

Impact STEM Equity - Join a Predominately Undergraduate Institution
Просмотров 41Год назад
This is a presentation that will be given at WE23.
Being a Faculty at a Predominately Undergraduate Institution - Faculty Interview
Просмотров 39Год назад
Faculty Interview PUI Predominately Undergraduate Institution
Being Faculty at a Predominately Undergraduate Institution - Student Interview
Просмотров 44Год назад
This video provides student interview regarding interactions with faculty at a PUI.
Hydrologic Design
Просмотров 3,5 тыс.3 года назад
This video covers hydrologic deign
Peak Discharge
Просмотров 4,4 тыс.3 года назад
Calculation of Peak Discharge based on Calibrated and Uncalibrated Models
Binomial Distribution
Просмотров 8123 года назад
The following video will provide background on the Binomial Distribution.
Hydraulic Structures
Просмотров 4,9 тыс.4 года назад
The following video will cover flow calculations for hydraulic structures. For this video you will learn about sharp crested weirs, broad crested weirs and orifices.
Gradually Varied Flow Profiles
Просмотров 4,1 тыс.4 года назад
The following video provides an explanation of Gradually Varied Flow (GVF) profiles for Open Channels. Based on various channel types (mild, steep, critical, horizontal and adverse) the actual water surface can be determined. Mild Channel - 2:27 Steep Channel - 4:17 Critical Channel - 6:11 Horizontal Channel - 7:44 Adverse Channel - 9:29 Multi Media Object - GVF Practice - 10:59
Channel Type
Просмотров 1,1 тыс.4 года назад
This video provides an overview of channel types and flow control within an open channel. At the end of this video we you be able to differentiate between: Mild, Steep, Critical, Horizontal and Adverse Channel Types. In addition, you will be able to identify the channel control based on supercritical and supercritical flow regime.
Normal Depth - Uniform Flow
Просмотров 14 тыс.4 года назад
The following video covers how to determine normal depth under uniform flow conditions
Examples on Specific Energy and Critical Depth
Просмотров 3,3 тыс.4 года назад
The following video provides examples based on the Froude Number and Specific Energy, how to determine: * Flow Regime * Specific Energy * Critical Depth * Minimum Energy
Critical Depth and Specific Energy
Просмотров 18 тыс.4 года назад
The follow video will define the Froude Number and Specific Energy. Based on the Froude number the flow regime can be determined and the critical depth within a channel identified. The Specific Energy Diagram provides an overview of the channel behavior and shows the minimum energy within a channel and also can be used to show the flow regime.
Introduction to Open Channel
Просмотров 6 тыс.4 года назад
Introduction to Open Channel
Steady State Groundwater - Well Hydraulics
Просмотров 24 тыс.5 лет назад
On the last example. I forgot to show that there is a PI()*K.
SteadyStateGroundwater
Просмотров 2,1 тыс.5 лет назад
SteadyStateGroundwater
Developing a Surface for USGS DEM
Просмотров 7625 лет назад
Developing a Surface for USGS DEM
Frequency Analysis
Просмотров 6 тыс.7 лет назад
Frequency Analysis
Variable Type
Просмотров 1,8 тыс.7 лет назад
Variable Type
Linear Regression
Просмотров 1,6 тыс.7 лет назад
Linear Regression
Sample Moments
Просмотров 6 тыс.7 лет назад
Sample Moments
Statistical Terms
Просмотров 1,9 тыс.7 лет назад
Statistical Terms
Watershed Characteristics
Просмотров 15 тыс.7 лет назад
Watershed Characteristics
How to use HEC-RAS
Просмотров 32 тыс.7 лет назад
How to use HEC-RAS
GVF Profiles
Просмотров 1,2 тыс.8 лет назад
GVF Profiles
HydraulicStructures
Просмотров 38 тыс.8 лет назад
HydraulicStructures
HydraulicJumps
Просмотров 1,7 тыс.8 лет назад
HydraulicJumps
Convolution
Просмотров 4,9 тыс.9 лет назад
Convolution
S-Hydrograph
Просмотров 85 тыс.9 лет назад
S-Hydrograph
Unit Hydrograph and Proportionality
Просмотров 63 тыс.9 лет назад
Unit Hydrograph and Proportionality