Hydro Europe 2016 Team L Influence of the various model parameters (Hec HMS + Mike SHE) 1.

Slides:



Advertisements
Similar presentations
Hydrology Rainfall - Runoff Modeling (I)
Advertisements

Modelling the rainfall-runoff process
WinTR-20 Course February Muskingum-Cunge Flood Routing Procedure in NRCS Hydrologic Models Prepared by William Merkel USDA-NRCS National Water Quality.
A Model for Evaluating the Impacts of Spatial and Temporal Land Use Changes on Water Quality at Watershed Scale Jae-Pil Cho and Saied Mostaghimi 07/29/2003.
Hydrologic Analysis Dr. Bedient CEVE 101 Fall 2013.
URBAN FLOOD MODELING Concepts & Models. 2 Different Approaches For Modeling an Urban Flood Hydrological Approach Objective is to generate a storm hydrograph.
Module 5: Storage Concepts Theodore G. Cleveland, Ph.D., P.E, M. ASCE, F. EWRI October 2013.
Runoff and Streamflow P Q
Runoff Processes Daene C. McKinney
Alberta Rainfall-Runoff Analysis September, 2002.
Hydrological Modeling for Upper Chao Phraya Basin Using HEC-HMS UNDP/ADAPT Asia-Pacific First Regional Training Workshop Assessing Costs and Benefits of.
Introduction to Surface Water Hydrology and Watersheds Lecture 1 Philip B. Bedient Rice University November, 2000.
Lecture 21 Runoff (1) Sources and Components
Forest Hydrology: Lect. 18
Hydrologic Simulation Models
Hydrograph Interpretation.
4 th International Symposium on Flood Defence, 6 th – 8 th May 2008, Toronto, Canada Efficiency of distributed flood mitigation measures at watershed scale.
Hydrologic Abstractions
Infiltration Infiltration is the process by which water penetrates from ground surface into the soil. Infiltration rate is governed by: rainfall rate hydraulic.
Lecture ERS 482/682 (Fall 2002) Rainfall-runoff modeling ERS 482/682 Small Watershed Hydrology.
Hydrographs and Drainage Basins. Drainage Basins: A drainage basin is the catchment area of a river and its tributaries. The boundary of the catchment.
Contents Interpolated Rainfall :« simple to complexe » methods
WinTR-20 SensitivityMarch WinTR-20 Sensitivity to Input Parameters.
Final Presentation UNSA, Nice HydroEurope 05 th March, 2010.
DES 606 : Watershed Modeling with HEC-HMS Module 5 Theodore G. Cleveland, Ph.D., P.E 29 July 2011.
Module 6: Routing Concepts Theodore G. Cleveland, Ph.D., P.E, M. ASCE, F. EWRI October 2013 Module 6 1.
WMS Infiltration and Evapotranspiration Considerations.
HEC-HMS Runoff Computation.
WinTR-20 Advanced Features March WinTR-20 Project Formulation Hydrology Computer Program Advanced Features Presented by: WinTR-20 Development Team.
The Concept of Runoff Elements As a Basis of Scale-Free Approach To Runoff Formation Modelling the experience of “Hydrograph” model development and implementation.
WUP-FIN training, 3-4 May, 2005, Bangkok Hydrological modelling of the Nam Songkhram watershed.
Higher Geography Hydrosphere
DES 606 : Watershed Modeling with HEC-HMS Module 4 Theodore G. Cleveland, Ph.D., P.E 29 June 2011.
Team 10 Presentation Vol. II 18th February 2011 Sophia Antipolis, France Improvement by calibration or with geometry?
Mathematical Background
MIKE 11 IntroductionNovember 2002Part 1 Introduction to MIKE 11 Part 1 General Hydrodynamics within MIKE 11 –Basic Equations –Flow Types Numerical Scheme.
Hydrologic Analysis Dr. Phil Bedient Rice University.
Flash flood forecasting in Slovakia Michal Hazlinger Slovak Hydrometeorological Institute Ljubljana
WinTR-20 SensitivityFebruary WinTR-20 Sensitivity to Input Parameters.
STORMWATER MANAGEMENT
Description of WMS Watershed Modeling System. What Model Does Integrates GIS and hydrologic models Uses digital terrain data to define watershed and sub.
Drainage Basin. Mississippi River Basin Drainage Basin.
DISTRIBUTED RAINFALL RUNOFF
IMPACT 3-5th November 20044th IMPACT Project Workshop Zaragoza 1 Investigation of extreme flood Processes and uncertainty IMPACT Investigation of Extreme.
CE 3354 Engineering Hydrology Lecture 9: Rational Equation Method Introduction to HEC-HMS.
Surface Water Surface runoff - Precipitation or snowmelt which moves across the land surface ultimately channelizing into streams or rivers or discharging.
Synthetic UH Definition: Synthetic Hydrograph is a plot of flow versus time and generated based on a minimal use of streamflow data. Example: A pending.
1 INTRODUCTION TO “Stratigrafia” The code in the workbook “stratigrafia” computes - longitudinal profiles; - water surface elevation; - sediment transport.
TEAM 1 st Topic Presentation, Friday 18 th February 2011 Polytech’Nice - Sophia I NTEREST OF DISTRIBUTED HYDROLOGICAL MODELS ( Mike SHE & HEC-HMS.
MRC-MDBC STRATEGIC LIAISON PROGRAM BASIN DEVELOPMENT PLANNING TRAINING MODULE 3 SCENARIO-BASED PLANNING for the MEKONG BASIN Napakuang, Lao PDR 8-11 December.
Team  Spatially distributed deterministic models  Many hydrological phenomena vary spatially and temporally in accordance with the conservation.
Amro Elfeki, Hatem Ewea and Nassir Al-Amri Dept. of Hydrology and Water Resources Management, Faculty of Meteorology, Environment & Arid Land Agriculture,
Sanitary Engineering Lecture 4
Basic Hydrology: Rainfall-runoff based methods – III
Basic Hydrology & Hydraulics: DES 601
BUILDING AND RUNNING THE HYDROLOGICAL MODEL
Routing-Hydrologic and Hydraulic
DES 606 : Watershed Modeling with HEC-HMS
FLOODPLAIN REPRESENTATION AND ACCURACY OF PROCESSES 1D/2D
Week 1.
Basic Hydrology & Hydraulics: DES 601
DES 606 : Watershed Modeling with HEC-HMS
CEVE 412/512 Dr. Phil Bedient Jan 2016
Modelling tools - MIKE11 Part1-Introduction
INTRODUCTION TO HYDROLOGY
DHSVM Distributed Hydrology Soil Vegetation Model
SCS Dimensionless Unit Hydrograph
SCS Dimensionless Unit Hydrograph
Hydrotechnical Design Guidelines for Stream Crossings
HEC-HMS Runoff Computation Modeling Direct Runoff with HEC-HMS Empirical models Empirical models - traditional UH models - traditional UH models - a.
Presentation transcript:

Hydro Europe 2016 Team L Influence of the various model parameters (Hec HMS + Mike SHE) 1

2 I.Brief softwares presentation II.Hec HMS 1.Model 2.Parameters 3.Results III.Mike SHE 1.Model 2.Parameters 3.Results IV.Conclusion Summary:

3 I.Brief softwares presentation Hec HMS: Lumped model Based on various model Free software Mike SHE: Distributed model Based on Saint Venant equation Paid software

4 II. Hec HMS A.Model Kinematic waves SCS Unit Hydrograph Tc, Tlag CN SCS Curve Number 3 2

5 B. Parameters Curve Number - % of imperviousness - Manning’s n Model calibration: Volume error < 5%- Peak error < 1,5% - Tpeak error = 30 min

6 C. Results CN increases Peak discharge becomes higher Percentage of completely impervious area increases the discharge peak becomes higher A certain percentage of variation in the CN doubles the relative error in the output, while the same variation in the percentage of impervious area only deviates a quarter in the peak discharge.

7 Manning roughness does not influence significantly the peak discharge. But, when decreasing the roughness, the peak discharge increases and appears earlier.

8 III. Mike SHE A. Model Basic model setup used in the tutorial  75 x 75 m grid  Rainfall data from the flood event  04/11/ :00 until 06/11/ :00  Only Overland Flow and Rivers and Lakes Modules used Focus on parameters with physical meaning  Computational parameters unchanged  Ignored parameters considered negligible for the flood event or without enough data to investigate (in the modules Evapotranspiration, Unsaturated Flow, Saturated Flow)

9 NRFIWD DS Manning

10 B. Parameters Net Rainfall Fraction:  Fraction of rainfall available for infiltration and overland flow  Reference model: constant value of 0.9 in the entire domain Manning (Strickler) value:  Reference values from landuse file given in the tutorial Detention Storage:  Used to limit the amount of water that can flow over the ground surface  Reference value 0 Initial Water Depth:  Typically 0m  If a non-zero initial condition is prescribed, water will flow into the model as long as the internal water level is lower than the set value (the boundary will act as a source of water)

11 C. Results NRF:

12

13

14 Detention Storage:

15

16

17 Conclusion As steeper the curve, the parameter has more influence in the HEC HMS model. Hec HMS:

18 Mike SHE: No linear dependence among parameters. Most influential: Net Rainfall Fraction and Strickler on River Bed

19 Thank you for listening !