Sea Breeze, Coastal Upwelling Modeling to Support Offshore Wind Energy Planning and Operations Greg Seroka 1, Erick Fredj 2, Travis Miles 1, Rich Dunk.

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Presentation transcript:

Sea Breeze, Coastal Upwelling Modeling to Support Offshore Wind Energy Planning and Operations Greg Seroka 1, Erick Fredj 2, Travis Miles 1, Rich Dunk 1, Josh Kohut 1, Scott Glenn 1 October 22, 2015 MTS/IEEE OCEANS ‘15 1 2

Introduction On November 9, 2015, BOEM commercial lease auction for NJ will take place – Nearly 344,000 acres for leasing offshore wind (OSW) – 5 th competitive lease auction for OSW in U.S. OSW developer(s) who win a lease zone will submit application to develop to NJ Board of Public Utilities (NJ BPU) Must include wind resource assessment & economic analysis

Introduction NJ BPU Offshore Wind Rules state: “Applications shall account for…the coincidence between time of generation for the project and peak electricity demand.” Relative Load NJ sea breeze and coastal upwelling coincident with peak electricity demand Frequency

Introduction Sea breeze Coastal upwelling

Coastal upwelling + Sea breeze Hypothesis Cold upwellingDoes this occur? With or without upwelling? Introduction

Key Questions: What effect does cold coastally-upwelled water have on the coastal/offshore wind resource? What does the offshore component of the sea breeze look like? Secondary circulation (size, structure)? Offshore divergence? Introduction Coastal upwelling ?

Materials and Methods Satellite: state-of-the-science declouding and compositing technique designed by Rutgers to determine SST and resolve coastal upwelling Model: 3km, 600m WRF-ARW 3.6.1; YSU PBL; MM5 Monin-Obukhov surface layer Advantages (vs. offshore met tower): cost, spatial variability, prediction Sea Breeze Cases: 1.July 7, 2013: corkscrew, strong upwelling 2.July 31, 2014: corkscrew, weak upwelling 3.April 27, 2013: pure, no upwelling Coastal upwelling Pure Corkscrew Backdoor

Part 1: Coastal upwelling

Case 2: July 31, 2014: corkscrew, weak upwelling Methods Weak upwelling (Actual) Strong upwelling

Case 2: m Wind Speed Diff.100m Wind Speed Diff.SST Diff. r 2 =0.6 1 r 2 =0.5 8 Results Upwelling produces an inversion, decreasing 10m winds & increasing 100m hub height winds

Wind Speed Difference Case 2: Upwelling produces an inversion, decreasing 10m winds & increasing 100m hub height winds Results 10m Wind Speed Diff.

Results 10m Wind Speed Diff. Temperature Difference Upwelling produces an inversion, decreasing 10m winds & increasing 100m hub height winds Case 2:

How will coastal upwelling affect the NJ WEA?

Part 2: Sea Breeze

Case 3: April 27, 2013: pure, no upwelling Lagrangian Coherent Structures (LCSs) LCSs are boundaries in a fluid that distinguish regions of differing dynamics (e.g. eddies, jets, fronts) Particles move away from and along a repelling LCS (A), aggregate and move along attracting LCSs (B) LCS maps identify convergence and divergence in a fluid flow (e.g. sea breeze) Methods

Benefits of LCS The Lagrangian measures are advantageous as they are frame independent and robust with respect to localized noise in the data. Additionally, LCS analysis reveals coherent structures in more detail and with better clarity than streamline plots generated from 2D wind retrieval (Chan and Shao 2007; Tang et al. 2011) Methods

LCS Set-up On 3km WRF winds 1800 UTC to 2300 UTC (peak sea breeze time) 10km grid spacing for tracer trajectories Perform at these levels in WRF: – 10, 50, 150, 500, 600, 700, 800, 900, 1000, 1500, 2000, 2500m (through marine boundary layer) Use relative dispersion (RD) to identify LCSs Methods

1 km WRF simulation 1500 UTC

1 km WRF simulation 1800 UTC

1 km WRF simulation 2100 UTC

1 km WRF simulation 0000 UTC

Results 10m

50m

100m

150m

500m

600m

700m

800m

900m

1000m

1500m

2000m

2500m

Vertical Cross Section Top of wind turbine Coastline Wind Energy Area Bounds

Vertical Cross Section Top of wind turbine Coastline Wind Energy Area Bounds

1.Divergence is slanted with height, from surface offshore to aloft onshore (agrees with theory) 2.Reversal in divergence/convergence, and thus approximate height size of sea breeze cell, similar onshore and offshore a.Offshore: i.Divergence: 10 to ~700m ii.Convergence: ~700 to 2000m b.Onshore: i.Convergence: 10 to ~600m ii.Divergence: ~600 to 1500m Summary of Part 2 Results

1.Hourly LCS RD maps – Divergence aligned with inland frontal progression? 2.LCS predictive sea breeze index – e.g. offshore surface divergence, onshore surface convergence  high enough value to get sea breeze? (quick, efficient forecasting method) 3.3D LCS a.To account for vertical velocities b.For vertical shear analysis (important for wind turbine engineering) Future Work

Thank you!

Extra Slides

Key Questions Can we use LCS to more clearly identify and characterize (horizontal & vertical extent, duration, timing, etc.) key structures within the sea breeze (areas of divergence and convergence, fronts, return flow, over water subsidence, calm zones, circulation cells)? More importantly for offshore wind, can we use LCS to detect areas of higher turbulence and wind shear within the sea breeze, especially offshore?

Sea Breeze Cases Case 01: July 7-8, 2013 – Corkscrew, strong upwelling Case 02: July 31-August 1, 2014 – Corkscrew, weak upwelling Case 03: April 27-28, 2013 – Pure, no upwelling Check 925 mb wind direction for sea breeze type Pure Corkscrew Backdoor

Sea Breeze Cases Case 01 and Case 02: – Results coming soon Case 03: April 27-28, 2013 – Pure, no upwelling – Results presented here Check 925 mb wind direction for sea breeze type Pure Corkscrew Backdoor

Case 03: April 27-28, 2013

WRF Setup WRF-ARW km outer nest, 600m inner nest North American Mesoscale (NAM) initial and boundary conditions YSU PBL – Best PBL scheme for offshore 2m T in UK, no difference for offshore winds (Steele et al 2013) MM5 Monin-Obukhov surface layer

Why is RD heterogenous onshore and homogeneous offshore?

Therefore, speed of sea breeze front is nearly constant between 1900 and 2200 UTC LCS linear interpolation assumption is valid  will gather hourly LCS output to determine temporal evolution of LCS

More Future Work Offshore sea breeze extent (i.e. calm zone propagation offshore) sensitivity to PBL scheme? – YSU 21km, MYNN 0km offshore for one pure sea breeze case (Steele et al 2013) Apply LCS to scanning LIDAR winds – Combine with WRF to get back (LIDAR) and forward (WRF) trajectories for real-time structure detection and automated turbulence and wind shear warning system for offshore wind