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Introduction hydrologic and hydraulic modelling using MIKE11 (NAM and HD) Gennadiy Donchyts UCEWP, Kiev.

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Presentation on theme: "Introduction hydrologic and hydraulic modelling using MIKE11 (NAM and HD) Gennadiy Donchyts UCEWP, Kiev."— Presentation transcript:

1 Introduction hydrologic and hydraulic modelling using MIKE11 (NAM and HD) Gennadiy Donchyts UCEWP, Kiev

2 Contents NAM model overview HD model overview Building model, calibration and verification Hydro-meteo (Q, h, P, T, E) Cross-sections (distance, accuracy, source data) Structures (bridges, weirs, gates, reservoirs, etc.) Additional data (DEM/DTM, TIN, Vector, Satellite, Aerial) Calibration and verification process Example flood-related projects in Transcarpathia

3 Processes that can be simulated by MIKE11 NAM HD

4 Hydro and morphological data used for the rainfall- runoff model customization

5 NAM – introduction NAM model is deterministic, lumped, conceptual model NAM is a set of linked mathematical statements describing the behaviour of the land phase of the hydrological cycle

6 Structure of NAM model Snow storage Surface storage Lower and root zone storage Groundwater storage

7 Conceptual diagram of NAM

8 Data requirments Model parameters Initial conditions Meteorological data Hydrological data

9 Hydrologic and meteorological data for NAM Rainfall (mm) Potential evapotranspiration (mm) Temperature (C o ) Discharge (m 3 /s) Water level (m)

10 Mike11 calibration. NAM model 9 subcatchments  Uzh – 4 subcatchments  Latoritsa – 5 subcatchments

11 Input data for NAM

12 Uzh River calibration, 1998 Zhornava 550 km 2 Zaricheve 1280 km2 Uzhgorod 1970 km2

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14 Main screen of the NAM model

15 Uzh River calibration, 1998

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17 Uzh River calibration, 2001

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19 Mike11 HD model MIKE 11 is a hydrodynamic model that computes unsteady flows in river and estuaries. Sev-Venan equations  Mass balance  Momentum balance

20 Data requirments Model parameters Initial conditions (Q, h) Boundary conditions (Q, Q/H) Lateral inflow (NAM results Hydraulic structures data

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22 Bridge example

23 10 000 map example

24 MIKE11 Time-Series data (.dfs0)

25 MIKE11 customisation Preparation of data in the MIKE11 files format Hydrodynamic model setup (HD river network schematization) Model calibration and validation

26 MIKE11 Crossections data (.xns11)

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30 MIKE11 River network data

31 NAM Rainfall-Runoff model validation Mukachevo Nelipine

32 Mike11 calibration Latoritsa Not enough Too much Dyke breaks occurred Polders were used

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34 Storage channel Slatina Visokoberezhni y Charonda -Latoritsa Stara

35 Місце злиття річок Турія та Уж

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