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Monitoring and Simulating 3- Monitoring and Simulating 3- D Water Circulation at the D Water Circulation at the Confluence of the Snake and Confluence of the Snake and Clearwater Rivers Clearwater Rivers Christopher B Cook MC Richmond, MD Bleich, SP Titzler, and B Dibrani September 22, 2004 Richland, WA BPA Project 2002-027-00
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Monitoring and Simulating 3-D Water Circulation at the Confluence of the Snake and Clearwater Rivers Christopher B Cook MC Richmond, MD Bleich, SP Titzler,

Mar 27, 2015

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Page 1: Monitoring and Simulating 3-D Water Circulation at the Confluence of the Snake and Clearwater Rivers Christopher B Cook MC Richmond, MD Bleich, SP Titzler,

Monitoring and Simulating 3-D Monitoring and Simulating 3-D Water Circulation at the Confluence Water Circulation at the Confluence of the Snake and Clearwater Riversof the Snake and Clearwater Rivers

Monitoring and Simulating 3-D Monitoring and Simulating 3-D Water Circulation at the Confluence Water Circulation at the Confluence of the Snake and Clearwater Riversof the Snake and Clearwater Rivers

Christopher B CookMC Richmond, MD Bleich, SP Titzler, and B Dibrani

September 22, 2004Richland, WA

BPA Project 2002-027-00

Page 2: Monitoring and Simulating 3-D Water Circulation at the Confluence of the Snake and Clearwater Rivers Christopher B Cook MC Richmond, MD Bleich, SP Titzler,

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Snake and Snake and Clearwater R. Clearwater R. ConfluenceConfluence

Border of Border of WA and ID.WA and ID.

Snake and Snake and Clearwater R. Clearwater R. ConfluenceConfluence

Border of Border of WA and ID.WA and ID.

Page 3: Monitoring and Simulating 3-D Water Circulation at the Confluence of the Snake and Clearwater Rivers Christopher B Cook MC Richmond, MD Bleich, SP Titzler,

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Circulation Dynamics at the Confluence

Determined by discharge and density (primarily a function of temperature at this location).

Mixing processes can be: Observed by collecting field data. Modeled numerically. Approximated by examining the momentum balance

between the two rivers.

At Snake/Clearwater confluence, we’ve discovered four “modes” based upon Q ratio and temp delta (Δ).

Page 4: Monitoring and Simulating 3-D Water Circulation at the Confluence of the Snake and Clearwater Rivers Christopher B Cook MC Richmond, MD Bleich, SP Titzler,

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2003 Temperature Monitoring Locations

Page 5: Monitoring and Simulating 3-D Water Circulation at the Confluence of the Snake and Clearwater Rivers Christopher B Cook MC Richmond, MD Bleich, SP Titzler,

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2003 Temperature Logger Data2003 Temperature Logger Data Field data confirmed suspected large lateral Field data confirmed suspected large lateral

differences…differences…

2003 Temperature Logger Data2003 Temperature Logger Data Field data confirmed suspected large lateral Field data confirmed suspected large lateral

differences…differences…

08/07 08/17 08/27 09/06 09/16 09/26 10/06-8

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Site 5 a & b – Red Wolf Bridge

Page 6: Monitoring and Simulating 3-D Water Circulation at the Confluence of the Snake and Clearwater Rivers Christopher B Cook MC Richmond, MD Bleich, SP Titzler,

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Sites 6 & 7 – Confluence

06/18 06/23 06/28 07/03 07/08 07/13 07/18 07/23 07/28

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2003 Temperature Logger Data2003 Temperature Logger Data Field data confirmed suspected large lateral Field data confirmed suspected large lateral

differences…differences…

2003 Temperature Logger Data2003 Temperature Logger Data Field data confirmed suspected large lateral Field data confirmed suspected large lateral

differences…differences…

Page 7: Monitoring and Simulating 3-D Water Circulation at the Confluence of the Snake and Clearwater Rivers Christopher B Cook MC Richmond, MD Bleich, SP Titzler,

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Site 8 a & b – Blue Bridge

08/07 08/17 08/27 09/06 09/16 09/26 10/06

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2003 Temperature Logger Data2003 Temperature Logger Data Unexpected: cold water migrating “upstream” Unexpected: cold water migrating “upstream”

2003 Temperature Logger Data2003 Temperature Logger Data Unexpected: cold water migrating “upstream” Unexpected: cold water migrating “upstream”

Page 8: Monitoring and Simulating 3-D Water Circulation at the Confluence of the Snake and Clearwater Rivers Christopher B Cook MC Richmond, MD Bleich, SP Titzler,

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Mode 1: April 4, 2002Mode 1: April 4, 2002Mode 1: April 4, 2002Mode 1: April 4, 2002

Upstream SnakeTemperature: 7.4°CDischarge: 829 m3/s

ClearwaterTemperature: 5.8°CDischarge: 746 m3/s

Temperature delta: 1.6°CS/C Discharge ratio: 1.1(~equal Q and T)

Page 9: Monitoring and Simulating 3-D Water Circulation at the Confluence of the Snake and Clearwater Rivers Christopher B Cook MC Richmond, MD Bleich, SP Titzler,

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Mode 2: May 23, 2003Mode 2: May 23, 2003Mode 2: May 23, 2003Mode 2: May 23, 2003

Upstream SnakeTemperature: 13.5°CDischarge: 1697 m3/s

ClearwaterTemperature: 10.0°CDischarge: 1215 m3/s

Temperature delta: 3.5°CS/C Discharge ratio: 1.4(high Q ratio, temp ~equal)

Page 10: Monitoring and Simulating 3-D Water Circulation at the Confluence of the Snake and Clearwater Rivers Christopher B Cook MC Richmond, MD Bleich, SP Titzler,

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Mode 3: July 21, 2002Mode 3: July 21, 2002Mode 3: July 21, 2002Mode 3: July 21, 2002

Upstream SnakeTemperature: 22.7°CDischarge: 446 m3/s

ClearwaterTemperature: 13.4°CDischarge: 479 m3/s

Temperature delta: 9.3°CS/C Discharge ratio: 0.9(large temp delta, Q ~equal)

Page 11: Monitoring and Simulating 3-D Water Circulation at the Confluence of the Snake and Clearwater Rivers Christopher B Cook MC Richmond, MD Bleich, SP Titzler,

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Typical pattern…Clearwater subducts under the Snake River.

Satellite Image 7/21/2002Temp delta = 9.3°C

Density Driven Flow

Colder Clearwater R flowed“upstream” along bottom of the Snake R.

“Upstream” motion halted when a balance of momentum was reached (density/gravity versus shear).

18 Degree Isotherm 20 Degree Isotherm

14 Degree Isotherm2018 °C16 14

2018 °C16 14

2018 °C16 14

Page 12: Monitoring and Simulating 3-D Water Circulation at the Confluence of the Snake and Clearwater Rivers Christopher B Cook MC Richmond, MD Bleich, SP Titzler,

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Mode 4: July 30, 2003Mode 4: July 30, 2003Mode 4: July 30, 2003Mode 4: July 30, 2003

Upstream SnakeTemperature: 23.3°CDischarge: 473 m3/s

ClearwaterTemperature: 11.3°CDischarge: 386 m3/s

Temperature delta: 11°CS/C Discharge ratio: 1.2(Larger Snake, large T delta)

Mode 5 would be large Clwtr,but not observed

Page 13: Monitoring and Simulating 3-D Water Circulation at the Confluence of the Snake and Clearwater Rivers Christopher B Cook MC Richmond, MD Bleich, SP Titzler,

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Summary Summary Summary Summary Mode 1 – equal Q & T

Mode 4 – larger S Q, large ΔTMode 2 – larger S Q, equal T

Mode 3 – equal Q, large ΔT

Page 14: Monitoring and Simulating 3-D Water Circulation at the Confluence of the Snake and Clearwater Rivers Christopher B Cook MC Richmond, MD Bleich, SP Titzler,

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3-D CFD Model of the Confluence3-D CFD Model of the Confluence3-D CFD Model of the Confluence3-D CFD Model of the Confluence

Applying Flow-3D, a commercial software package because: Large user base Previously tested/verified by PNNL & others.

Solves the 3-D RANS equations using a 2nd order finite-volume method. Several turbulence models available; currently using RNG.Physical domain is decomposed into 4 Cartesian blocks, which are composed of variable sized hexahedral cells. ~2M total cells used here.

Page 15: Monitoring and Simulating 3-D Water Circulation at the Confluence of the Snake and Clearwater Rivers Christopher B Cook MC Richmond, MD Bleich, SP Titzler,

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equal Q & large ΔT (Mode 3)equal Q & large ΔT (Mode 3)CFD ResultsCFD Results

equal Q & large ΔT (Mode 3)equal Q & large ΔT (Mode 3)CFD ResultsCFD Results

Page 16: Monitoring and Simulating 3-D Water Circulation at the Confluence of the Snake and Clearwater Rivers Christopher B Cook MC Richmond, MD Bleich, SP Titzler,

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equal Q & large ΔT (Mode 3)equal Q & large ΔT (Mode 3)CFD ResultsCFD Results

equal Q & large ΔT (Mode 3)equal Q & large ΔT (Mode 3)CFD ResultsCFD Results

Page 17: Monitoring and Simulating 3-D Water Circulation at the Confluence of the Snake and Clearwater Rivers Christopher B Cook MC Richmond, MD Bleich, SP Titzler,

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SummarySummarySummarySummary

Circulation dynamics are determined by: Ratio of discharge Density differences

Processes have been: Observed with temperature loggers Observed with ADCP (not shown) Observed with IR & visible band satellite images Simulated with 3-D CFD model

Momentum balance (mode) can now be predicted.

Page 18: Monitoring and Simulating 3-D Water Circulation at the Confluence of the Snake and Clearwater Rivers Christopher B Cook MC Richmond, MD Bleich, SP Titzler,

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Where are we going with this research?Where are we going with this research?Where are we going with this research?Where are we going with this research?

Response of anadromous salmonids and other aquatic species is being studied.

Patterns in the confluence can be produced by managing timing, quantity, and quality of upstream releases from DWK reservoir (Clearwater).

AcknowledgmentsAcknowledgmentsAcknowledgmentsAcknowledgments Bonneville Power Administration (Project 2002-027) U.S. Dept. of Energy, National Nuclear Security

Administration, MTI satellite imagery