1. Trang chủ
  2. » Kỹ Thuật - Công Nghệ

11 Overview of capabilities for Rainfall Runoff modelling - Mô hình mưa dòng chảy

17 97 0

Đang tải... (xem toàn văn)

Tài liệu hạn chế xem trước, để xem đầy đủ mời bạn chọn Tải xuống

THÔNG TIN TÀI LIỆU

Thông tin cơ bản

Định dạng
Số trang 17
Dung lượng 1,96 MB

Các công cụ chuyển đổi và chỉnh sửa cho tài liệu này

Nội dung

MIKE HYDRO RiverRainfall Runoff modelling – overview of RR modelling options... Rainfall Runoff Model types MODEL TYPES • Lumped • Semi-distributed • Distributed Model-type available in

Trang 1

MIKE HYDRO River

Rainfall Runoff modelling – overview of RR modelling options

Trang 2

Rainfall Runoff modelling

Content:

• Catchment delineation – Graphical / manual / Import

• RR models

• Options

• Linkage to HD-models

• Results

Trang 3

Rainfall Runoff modelling

Why Rainfall Runoff modelling?

• Calculate catchment runoff from precipitation

• Effects of land use change

• Climate change studies/coupling with atmospheric models

• Forecasting of floods/droughts

• Streamflow extension or gap-filling using Meteorological data

• Surface water/groundwater interaction

• Simulation of spatial patterns within a catchment

• Water availability within river basins

• …

• …

© DHI

Trang 4

Rainfall Runoff Model types

MODEL TYPES

• Lumped

• Semi-distributed

• Distributed

Model-type available

in MIKE HYDRO River

Additional model type characterisation:

Trang 5

MIKE HYDRO River - Rainfall Runoff Models

Available Rainfall runoff models :

 ‘NAM’ (Numerical Runoff Model)

• Lumped, Continuous model type

 ‘UHM’ (Unit Hydrograph Method)

• Lumped, Event-based model type

 ‘Time-area’

• A conceptual model where runoff is controlled by initial and continuous hydrological losses

 ‘Kinematic wave’

• A non-linear model based on the kinematic wave approach

© DHI

Trang 6

Rainfall Runoff model : NAM

THE RAINFALL-RUNOFF PROCESS

Trang 7

MIKE HYDRO Basin - Rainfall Runoff Modelling (NAM)

PROCESS DESCRIPTION

• Describes the land phase of the hydrological cycle

• NAM is a lumped, conceptual model:

− Lumped catchment regarded as one unit, parameters are

average values

− Conceptual based on considerations of the physical processes

© DHI The Rainfall Runoff process (NAM)

Trang 8

MIKE HYDRO Basin - Rainfall Runoff Modelling (NAM)

PROCESS DESCRIPTION

SOIL MOISTURE PROFILE

Depth

L

Lmax

GWL

Sy

GWL

GROUNDWATER STORAGE

Root Zone

GWPump

BF BaseFlow GWLBFo

CKBF

LOVER ZONE STORAGE

Lmax

L

BFu

DL

CAFlux

Umax

OF IF

G

RAIN

SNOW

SNOW STORAGE

P Ps

QIF InterFlow Pn

CK1 CK2

QOF Overland Flow Ep

Ea

Owp Ofc Osat SOIL MOISTURE PROFILE

Depth

L

Lmax

GWL

Sy

GWL

GROUNDWATER STORAGE

Root Zone

GWPump

BF BaseFlow GWLBFo

CKBF

LOVER ZONE STORAGE

Lmax

L

BFu

DL

CAFlux

Umax

OF IF

G

RAIN

SNOW

SNOW STORAGE

P Ps

QIF InterFlow Pn

CK1 CK2

QOF Overland Flow Ep

Ea Owp Ofc Osat

Trang 9

MIKE HYDRO Basin - Rainfall Runoff Modelling (NAM)

NAM Main parameters

© DHI

Evaporation; small peaks Usual value: 10-25 mm

Evaporation; water balance Usual value: 50-250 mm

Divides excess rainfall in runoff and infiltration Usual value: 0.01 - 0.99

Delays overland flow at the beginning of a wet season

Usual value: 0.0 - 0.7

Trang 10

MIKE HYDRO Basin - Rainfall Runoff Modelling (NAM)

NAM Main parameters cont’d:

Delays groundwater recharge at the beginning of a wet season

Usual value: 0.0 - 0.7

Determines shape of baseflow hydrograph Usual value: 500 - 5000 hours

Determines shape of peaks Usual value: 3 - 48 hours

Trang 11

© DHI

NAM CALIBRATION

MIKE HYDRO Basin - Rainfall Runoff Modelling (NAM)

Trang 12

MIKE HYDRO Basin - Rainfall Runoff Modelling (NAM)

NAM Calibration

MAXIMUM: 15 NAM PARAMETERS

• Most important for the water balance are L max , U max , and CQOF

• Remaining parameters are used for adjustment of peaks and for routing

Trang 13

MIKE HYDRO River – Rainfall runoff modelling

Activate Rainfall runoff:

RR Catchment definitions:

a) Delineation (from DEM)

b) Digitization

c) Shapefile Import

© DHI

Trang 14

MIKE HYDRO River – Rainfall runoff modelling

Combined catchment

• Combine outflow from several individual catchments

Trang 15

MIKE HYDRO River – Rainfall runoff modelling

NAM calibration plot option

• Compare simulation results to measured timeseries

• Creates automatically a ‘Plot composer file’ with comparison plots during simulation

LIVER, Observed RunOff [m^3/s]

00:00 1973-08-20

00:00 1974-03-08

00:00 09-24

00:00 1975-04-12

00:00 10-29 0.0

1.0

2.0

3.0

4.0

5.0

6.0

7.0

LIVER, Accumulated Qobs Million [m^3]

00:00 1973-08-20

00:00 1974-03-08

00:00 09-24

00:00 1975-04-12

00:00 10-29 0

20 40 60 80 100

© DHI

Trang 16

MIKE HYDRO River – Rainfall runoff modelling

Coupling of Hydrodynamic and Rainfall runoff models

• Catchment connections

− Catchments links to one or multiple rivers

• River Links

− By fraction or area of catchments

− Link types:

• Point

• Distritubed

• Entire branch

Trang 17

MIKE HYDRO River – Rainfall runoff modelling

• Simulations Results

− All models; Runoff and Rainfall

• Additional results depending on RR-model selected: Example: NAM Additional Result-file content:

© DHI

Ngày đăng: 18/05/2018, 14:10

TỪ KHÓA LIÊN QUAN

TÀI LIỆU CÙNG NGƯỜI DÙNG

TÀI LIỆU LIÊN QUAN

🧩 Sản phẩm bạn có thể quan tâm

w