Environmental Hydrodynamics in Lakes and Reservoirs - GRANDE

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Jan 27, 2010 ... Tuni Dam. Today's Presentation: Basic Methods from our previous studies in. Lakes and Reservoirs. Tuni Reservoir. Basin of Tuni Reservoir ...
Environmental Hydrodynamics in Lakes and Reservoirs M. Umeda (Tohoku University)

Introduction For the group of Water Quality, Tuni Reservoir = one of Main Research Objects Tuni Reservoir

Basin of Tuni Reservoir Condoriri

Tuni

Tuni Dam

http://maps.google.co.jp

HPW

500m

Today’s Presentation: Basic Methods from our previous studies in Lakes and Reservoirs.

Measurements in Miharu Reservoir General Information Catchment: 226.4 km2 Capacity: 4.2×106 m3 Purpose: Flood control, Water supply, Industrial water, Irrigation, Power generation Sendai Eutrophication Problems Water Bloom, every summer (cyanobacteria) Miharu Reservoir

Field Measurements in a Reservoir Plan view of Miharu

What we measure: a) Stratification Thermal stratification, Vertical distribution of WQ

C A

B D

b) Temporal change of WQ

Dam 0

1.0 km

water temperature, DO, Chlorophyll-a, etc.

c) Deposition flux Including Sediment, Detritus, etc.

Field Measurements in a Reservoir How we measure: a) Stratification (Vertical distribution) Hanging and sinking sensors from a boat. b) Temporal change of WQ Deploying self-recording devices on ropes with floats c) Deposition flux

Buoy Self-recording device Sediment traps

Thermocline

Buoy Sediment traps

Using sediment traps deployed

Sediment traps Anchor

Examples of Results - In Miharu Reservoir-

Turbidity Chlorophyll-a DO

Aug. 5, 2008

10 20 30 0 0

Depth [m]

Water temp.

10

20

0

5

10

15

10

Aug. 14, 2008

20 30 0 0

Depth [m]

a) Stratification (Vertical distribution)

Depth [m]

0

10

20

0

5

10

15

Sep. 5, 2008

10 20 30 0

10

20

WT [oC] Turbidity

0

5

10

Chl-a [µg/l] DO [mg/l]

15

WT [oC]

320

12

310

8 4

DO [mg/l]

DO

300

30 20 10 0

320 310

300

0

320

40

Turbidity 310

20

300

0

Jan.

Apr.

Aug.

Dec.

[FTU]

Water Temp.

Altitude[m] Altitude[m]

b) Temporal change of WQ (Measurement by the Dam Office, MLIT) History of vertical distributions

Hydraulic Numerical Modeling Solvers are selected depending on requirements: Spatial Resolution 1-dimensional (vertical) 2-dimensional (vertical) 3-dimensional

Simple, but sometimes gives more realistic solution than higher dimension analysis

Variables Water temperature related to density structure. Turbidity Salinity Chlorophyll-a (phytoplankton) Nutrients (Phosphorus, Nitrogen) related to eutrophication. Dissolved Oxygen

Example of Computation Vertical 1-D Modeling in a coastal lagoon Conceptual diaguram of Vertical 1-D Model Outflow

Lake Jusan

0 1 2km

Inflow

Famous for product of shelfish Lake Jusan: Facing the Japan Sea Very shallow lagoon: Mean depth = 1m

Results: Validation of Time Series Vertical 1-D computation 300 Discharge 200 100 [m3/s] 0 Salinity 1 30 20 10 [psu] 0 Salinity 2 30 20 10 [psu] 0 10 DO 5 [mg/l] 0

6/9

7/7

Blue line: Measurement Red line: Computation

8/5

9/1

Results: History of Vertical Structure

Elevation[m]

Elevation[m]

Vertical 1-D computation 1

Freshwater (white)

Salinity

0

Saline water (blue)

−1 1

DO

0

High DO (white)

−1

Jun. 9

Jul. 7

Aug. 5

Sep. 1 Oct. 6 Low DO (Red)

Numerical Modeling Solvers are selected depending on requirements: Spatial Resolution 1-dimensional (vertical) 2-dimensional (vertical) 3-dimensional

Most often used in practical works

Variables Water temperature related to density structure. Turbidity Salinity Chlorophyll-a (phytoplankton) Nutrients (Phosphorus, Nitrogen) related to eutrophication. Dissolved Oxygen

Method of 2-D analysis The most typical modeling for reservoirs. Vertical 2-D Reservoir Hydrodynamic Model Water temp. Velocity

Inflow

outflow

Governing Equations •Momentum Eq. •Continuity Eqs •Transport Eqs of scalars •K-ε turbulence model Eqs

∂u ∂u ∂u 1 ∂p 1  ∂  ∂u  ∂  ∂u   +u +v = − +  ν L B  ν eff B   ρ ∂x B  ∂x  ∂t ∂x ∂y ∂x  ∂z  ∂z   ∂ ∂ 0 , etc.. ( uB ) + ( wB ) = ∂x ∂z

Including the bathymetry effect of breadth B.

Longitudinal & Vertical Distribution of Suspended Sediment From an Investigation of High Turbidity Problem Caused by Flood Water Intrusion Upstream

Dam Altitude (m)

320 300 280 260 0

0.5

1

1.5

Distance (km)

10 20 30 40 50 60 SS [mg/l]

Water Quality in Miharu Reservoir Lines: Computation, Dots: Measurement 60

Chlorophyll – a (µg/l) 40 20

Inorganic Phosphorus (mg/l) Inorganic Nitrogen (mg/l)

0 0.04 0.03 0.02 0.01 0 2 1.5 1 0.5 0

May

July

Sep. 2008

Summary • Basic research methods for environmental hydraulics in lakes and reservoirs were presented. • Field measurements in Miharu Reservoir was shown as a typical example. • Water quality numerical modeling s in a coastal lagoon (case of 1-D) and a reservoir (2-D) were demonstrated.