'Unit hydrograph' diaporamas de présentation

HYDROELECTRIC POWER PLANT

HYDROELECTRIC POWER PLANT. HYDROELECTRIC POWER PLANT. PREPARED BY: PROF.DEEPTI G.PATNE. SYLLABUS. Site selection Hydrology Estimation electric power to be developed Classification of Hydropower plants. Types of Turbines for hydroelectric power plant. pumped storage plants.

2.07k views • 81 slides

Hydrograph

HYDROGRAPH ANALYSIS. Hydrograph. 1. HYDROGRAPH ANALYSIS. 2. HYDROGRAPH ANALYSIS. 3. HYDROGRAPH ANALYSIS. Components of Hydrograph of Isolated Storm. 4. HYDROGRAPH ANALYSIS. 5. HYDROGRAPH ANALYSIS. 6. HYDROGRAPH ANALYSIS. Segments of Hydrograph of an Isolated Storm. 7.

4.58k views • 70 slides

647 views • 57 slides

Estimating Q max Using the Rational Method

Estimating Q max Using the Rational Method. From table, for urban residential areas (>6 houses/ac), n = 0.08; L and S are given, but i must be determined. T&E approach: Assume a value for i or t c If t c was guessed, assume storm duration D = t c

560 views • 46 slides

SUNIL POPHALE 10.03.2019

CATCHMENT PROPERTIES DESIGN DISCHARGE CALCULATIONS RBF-16 and Flood estimate report for hydrometeorological subzones from CWC). SUNIL POPHALE 10.03.2019. Design discharge :. It is the discharge for which a bridge, hydrological structure and or its appurtenances are designed.

663 views • 38 slides

Rainfall-runoff modeling

Rainfall-runoff modeling. ERS 482/682 Small Watershed Hydrology. runoff (discharge). rainfall. What are models?. A model is a conceptualization of a system In hydrology, this usually involves the response of a system to an external stimuli. What are models?.

1.01k views • 36 slides

Hydrologic Analysis

Hydrologic Analysis. Dr. Bedient CEVE 101 Fall 2013. Review. A watershed- a basic unit used in most hydrologic calculations relating to the water balance or computation of rainfall-runoff Watershed Response-how the watershed response to rainfall. Several characteristics will effect response

602 views • 34 slides

Project 0-4193 Regional Characteristics of Unit Hydrographs

Project 0-4193 Regional Characteristics of Unit Hydrographs. David Thompson, Texas Tech, RS Rudy Herrmann, TxDOT, PD William Asquith, USGS, Co-PI Xing Fang, Lamar, Co-PI Ted Cleveland, UH, Co-PI. Unit Hydrograph.

399 views • 24 slides

ERT 246 Hydrology & Water Resources Engineering

436 views • 24 slides

Unit Hydrograph

Unit Hydrograph. Reading: Applied Hydrology Sections 7.1-7.3, 7.5, 7.7,. Hydrologic Analysis. Change in storage w.r.t. time = inflow - outflow. In the case of a linear reservoir, S = kQ. Transfer function for a linear system (S = kQ). Proportionality and superposition.

490 views • 23 slides

Precipitation Measurement

Precipitation Measurement. Area Average Precipitation. From Mays, 2011, Ground and Surface Water Hydrology. NOAA Hydrometeorological Design Studies Center Precipitation Frequency Data Server (PFDS). http://hdsc.nws.noaa.gov/hdsc/pfds/ The standard source for design storm data.

250 views • 23 slides

DES 606 : Watershed Modeling with HEC-HMS

DES 606 : Watershed Modeling with HEC-HMS. Module 7: Unit Hydrograph Concepts Theodore G. Cleveland, Ph.D., P.E, M. ASCE, F. EWRI 21-23 October 2013. Module 7. Outline for Module 7. Unit hydrographs are a tool used to explain the time re-distribution of excess precipitation on a watershed.

401 views • 22 slides

Introduction to Urban Hydrology

Introduction to Urban Hydrology. Philip B. Bedient Rice University June, 2005. Major Urban Hydrologic Processes. Precipitation (measured by radar or rain gage) Evaporation or ET (loss to atmosphere) Infiltration (loss to subsurface soils) Overland flow (sheet flow toward nearest stream)

664 views • 20 slides

Project 0-4193 Regional Characteristics of Unit Hydrographs

Project 0-4193 Regional Characteristics of Unit Hydrographs. David Thompson, Texas Tech, RS Rudy Herrmann, TxDOT, PD William Asquith, USGS, Co-PI Xing Fang, Lamar, Co-PI Ted Cleveland, UH, Co-PI. Unit Hydrograph.

380 views • 20 slides

Unit Hydrograph

03/02/2006. Unit Hydrograph. Reading: Sections 7.1-7.3, 7.5, 7.7,. Hydrologic Analysis. Change in storage w.r.t. time = inflow - outflow. In the case of a linear reservoir, S = kQ. Transfer function for a linear system (S = kQ). Proportionality and superposition.

674 views • 18 slides

Unit Hydrograph

Unit Hydrograph. Reading: Sections 7.1-7.3, 7.5, 7.7,. Hydrologic Analysis. Change in storage w.r.t. time = inflow - outflow. In the case of a linear reservoir, S = kQ. Transfer function for a linear system (S = kQ). Proportionality and superposition.

236 views • 18 slides

WinTR-55: Introduction and Background

WinTR-55: Introduction and Background. Objectives: The basics History of WinTR-55 Nuts & bolts of algorithms Demo of model interface. Why model?. To estimate conditions where measurements are not available or possible. To test system understanding. To facilitate design.

390 views • 15 slides

Problem 8.2.3

Problem 8.2.3. End of direct runoff and beginning of baseflow recession. Problem 8.2.4. Determining the ? index and Excess Rainfall Hyetograph. Recap of Unit Hydrograph basics.

92 views • 9 slides

ABSTRACT

Impact of Spatio-Temporal Scale of Adjustment on Variational Assimilation of Hydrologic and Hydrometeorological Data into Operational Distributed Hydrologic Models

105 views • 1 slides

HW Problem 7.4.3

149 views • 1 slides