Nearshore Wave Prediction System Model Output Statistics (NWPS MOS): Improvement upon the NOAA Probabilistic Rip Current Forecast Model

Similar documents
Beach Wizard: Development of an Operational Nowcast, Short-Term Forecast System for Nearshore Hydrodynamics and Bathymetric Evolution

Coastal Wave Studies FY13 Summary Report

Evaluation of Unstructured WAVEWATCH III for Nearshore Application

How fast will be the phase-transition of 15/16 El Nino?

HYDRODYNAMICS AND MORPHODYNAMICS IN THE SURF ZONE OF A DISSIPATIVE BEACH

Formulation of a Rip Current Predictive Index Using Rescue Data

IMPROVING RIP CURRENT FORECASTING TECHNIQUES FOR THE EAST COAST OF FLORIDA

TITLE: The Importance of Model Validation: Two Case Studies. AUTHOR:Julie Thomas. Scripps Institution of Oceanography, La Jolla, CA.

Application of OSVW to Determine Wave Generation Areas

Historical Analysis of Montañita, Ecuador for April 6-14 and March 16-24

WAVE FORECASTING FOR OFFSHORE WIND FARMS

Sub-km grid NWP for regions with complex orography

Regional Analysis of Extremal Wave Height Variability Oregon Coast, USA. Heidi P. Moritz and Hans R. Moritz

Predicting wave conditions in a coral embayment from offshore directional spectral model input

DAILY TO YEARLY VARIATIONS IN RIP CURRENT ACTIVITY OVER KILOMETER SCALES. Gregory P. Dusek

Ocean Wave Forecasting

A US NOPP project to stimulate wave research

Surf Survey Summary Report

CMS Modeling of the North Coast of Puerto Rico

FEMA Region V. Great Lakes Coastal Flood Study. Pilot Study Webinar. Berrien County, Michigan. February 26, 2014

Wave Energy Atlas in Vietnam

Numerical Study of the Wind Waves Effect on Air-sea Fluxes in the Yellow Sea during the Cold Wave Events

Nearshore Dredged Material Placement Pilot Study at Noyo Harbor, CA

NMSU Red Light Camera Study Update

Wave Transformation, Prediction, and Analysis at Kaumalapau Harbor, Lanai, Hawaii

G. Meadows, H. Purcell and L. Meadows University of Michigan

Beach Nourishment Impact on Beach Safety and Surfing in the North Reach of Brevard County, Florida

Preliminary Wake Wash Impact Analysis Redwood City Ferry Terminal, Redwood City, CA

Wave Transformation Modeling with Bottom Friction Applied to the Southeast Oahu Reefs. Mary A. Cialone and Jane McKee Smith

Impact of the loss of QuikSCAT on National Hurricane Center operations: Current mitigation efforts and future plans

Inlet Management Study for Pass-A-Grille and Bunces Pass, Pinellas County, Florida

ENSO Cycle: Recent Evolution, Current Status and Predictions. Update prepared by Climate Prediction Center / NCEP 8 March 2010

PROPERTIES OF NEARSHORE CURRENTS

HURRICANE SANDY LIMITED REEVALUATION REPORT UNION BEACH, NEW JERSEY DRAFT ENGINEERING APPENDIX SUB APPENDIX D SBEACH MODELING

THE WAVE CLIMATE IN THE BELGIAN COASTAL ZONE

Rip Currents and Rip Current Forecasting in New Jersey

Ocean Wave Forecasting at ECMWF

Surface Wave Dynamics in the Coastal Zone

Coastal Wave Energy Dissipation: Observations and Modeling

Long wave propagation and bore dynamics in coastal and estuarine environments

An IOOS Operational Wave Observation Plan Supported by NOAA IOOS Program & USACE

Prediction of Nearshore Waves and Currents: Model Sensitivity, Confidence and Assimilation

Forschungsstelle Küste

Intraseasonal Variability in Sea Level Height in the Bay of Bengal: Remote vs. local wind forcing & Comparison with the NE Pacific Warm Pool

INTRODUCTION TO COASTAL ENGINEERING AND MANAGEMENT

State Estimation of the California Current System Using 4DVar Ocean Data Assimilation

ATON System Workshop

Wave forecasting at ECMWF

Taylor Asher URS April 30, 2013

ABSTRACT. Rip current events, as reported by lifesaving personnel along the North Carolina coast,

Directional Wave Spectra from Video Images Data and SWAN Model. Keywords: Directional wave spectra; SWAN; video images; pixels

Marine Renewables Industry Association. Marine Renewables Industry: Requirements for Oceanographic Measurements, Data Processing and Modelling

Development and Implementation of a Relocatable Coastal and Nearshore Modeling System

Available online at ScienceDirect. Procedia Engineering 116 (2015 )

2. Water levels and wave conditions. 2.1 Introduction

SURF ZONE HYDRODYNAMICS COMPARISON OF MODELLING AND FIELD DATA

Appendix D: SWAN Wave Modelling

Time Dependent Wave Setup During Hurricanes on the Mississippi Coast. D. Slinn, A. Niedoroda,, R. Dean, R. Weaver, C. Reed, and J. Smith.

Bike Sharing as Active Transportation

Synoptic Lab, MET 421, Test 2

the 54th Annual Conference of the Association of Collegiate School of Planning (ACSP) in Philadelphia, Pennsylvania November 2 nd, 2014

The Icelandic Information System on Weather and Sea State Related to Fishing Vessels Crews and Stability

APPENDIX B NOAA DROUGHT ANALYSIS 29 OCTOBER 2007

United States Commercial Vertical Line Vessel Standardized Catch Rates of Red Grouper in the US South Atlantic,

CHAPTER 8 ASSESSMENT OF COASTAL VULNERABILITY INDEX

Technical Brief - Wave Uprush Analysis Island Harbour Club, Gananoque, Ontario

Pathogen Transport in Coastal Environments: Case Studies of Urban Runoff in Southern California

Metocean criteria for fatigue assessment. Rafael V. Schiller 5th COPEDI Seminar, Oct 8th 2014.

Joint-probability of storm tide and waves on the open coast of Wellington

El Niño as a drought-buster in Texas: How reliable is it, or what can we expect this winter? Are the September rains a sign of things to come?

Scour Analysis at Seawall in Salurang, Sangihe Islands Regency, North Sulawesi

Large-scale time and space patterns of chlorophyll phenology in the California Current

Site Description: LOCATION DETAILS Report Prepared By: Tower Site Report Date

Ship waves in Tallinn Bay: Experimental and numerical study

from a decade of CCD temperature data

Bob Battalio, PE Chief Engineer, ESA September 8, 2016

South Bay Coastal Ocean Observing System California Clean Beaches Initiative

The construction of Deepwater Navigation Channel (DNC) in the Bystry arm of the Danube Delta has started in The whole project provides the

Extreme waves in the ECMWF operational wave forecasting system. Jean-Raymond Bidlot Peter Janssen Saleh Abdalla

Presented to the Israel Annual Conference on Aerospace Sciences, 2009 RISK-ANALYSIS A SUPPLEMENT TO DAMAGE-TOLERANCE ANALYSIS

Atmospheric and Ocean Circulation Lab

5 THINGS TO KNOW IN Vail R. Brown, STR

CROSS-SHORE SEDIMENT PROCESSES

Use of video imagery to test model predictions of surf heights

Coastal Sediment Transport Modeling Ocean Beach & San Francisco Bight, CA

Minimal influence of wind and tidal height on underwater noise in Haro Strait

Technical Brief - Wave Uprush Analysis 129 South Street, Gananoque

CS 221 PROJECT FINAL

Sand Bank Passage. Fiji nearshore wave hindcast ' ' 19 00'

Appendix M: Durras Lake Tailwater Conditions

PHYSICAL AND NUMERICAL MODELLING OF WAVE FIELD IN FRONT OF THE CONTAINER TERMINAL PEAR - PORT OF RIJEKA (ADRIATIC SEA)

Mango Bay_Resort. Fiji nearshore wave hindcast ' ' 19 00'

Impact of Dredging the Lower Narrow River on Circulation and Flushing

Kavala Bay. Fiji nearshore wave hindcast ' ' 19 00'

Site Description: Tower Site

EFFECTS OF WAVE, TIDAL CURRENT AND OCEAN CURRENT COEXISTENCE ON THE WAVE AND CURRENT PREDICTIONS IN THE TSUGARU STRAIT

Reprocessed QuikSCAT (V04) Wind Vectors with Ku-2011 Geophysical Model Function

Scales of Atmospheric Motion Scale Length Scale (m) Time Scale (sec) Systems/Importance Molecular (neglected)

Beyond Bullet Points: Statistics, Trends and Analysis

An early warning system to predict house price bubbles

Transcription:

Nearshore Wave Prediction System Model Output Statistics (NWPS MOS): Improvement upon the NOAA Probabilistic Rip Current Forecast Model Jung-Sun Im 1 Gregory Dusek 2 Stephan Smith 1, Michael Churma 1 1 NWS/OSTI/MDL, 2 NOS/CO-OPS 16 th Symposium on the Coastal Environment 17 th Conf on Artificial and Computational Intelligence and its Applications to the Environmental Sciences Austin, TX, January 10, 2018

What is a Rip Current (RC)? NOAA/UNC CSI CSI: Coastal Studies Institute Green Dye Experiment - Rapid offshore-directed jets of water that originate in the surf zone. - Mostly caused by alongshore variations in breaking waves. - RCs are the number one public safety risk at the beach.

Current Status of NOAA RC Forecast Model NWS is implementing a real-time short-range forecast system for hazardous RCs based on a statistical model developed using lifeguard observations, nearshore wave measurements, and tidal elevation. Goal: National implementation of the NOAA probabilistic forecast model Current Status: Running experimentally in NCEP s NWPS for Weather Forecast Office (WFO) pilot sites along the US coasts. However, 1) Uses one regression equation developed at Kill Devil Hills (KDH), NC 2) Implicitly assumes the NWPS forecasts are perfect

Evaluation Results Applied to Different Beaches with Different Rip Current Characteristics For 0-102 hrs forecasts: San Diego, CA Miami, FL near Boston, MA Tampa Bay, FL Reliability Diagrams indicate under-forecast skill in general.

Current Work To address these issues: NWPS Model Output Statistics (MOS) approach applied, which directly computes the regression between NWPS model forecasts (predictors) and RC obs (predictand). Regionally-calibrated threshold probabilities were developed to provide forecast users with deterministic high/moderate/low RC risks. *MOS: Fits statistical model between Numerical Weather Prediction output at a given time frame (i.e., forecast projection) and subsequent observations at that time, and thus can correct for biases of the NWPS model.

NWPS MOS Development using Logistic Regression Model at Mission Beach, CA for NWS San Diego area forecasts

Note: # of rescues increases significantly going from weak to moderate rip current strength.

Predictand: Rip Current Strength (as observed by lifeguards) Predictors: -Significant Wave Height -Mean Wave Direction -Wave Peak Period -Previous Wave Event -Tide Water Level (as forecast by NWPS)

Multivariate Logistic Regression Model Formulation

Probabilistic RC forecast Model after checking reductions of variance & collinearity of predictors Logit with 2 Variables 1.36 + 3.13 ln (Hs) 0.96 Tide Logit with 3 Variables 1.46 + 3.13 ln (Hs) 0.97 Tide 0.01 MWD

Comparison of NC and CA NC CA Logit of NC model (Dusek and Seim, 2013) 1.05 + 3.51 ln (Hs) 0.027 MWD + 0.42 Ep 1.70 Tide *Note: Ep = 1 was used for the above figure. *Note: Just used NC scales for comparison Logit of CA model 1.46 + 3.13 ln (Hs) 0.011 MWD 0.97 Tide Selected Predictors are different than NC s.

Probabilistic RC forecast output with NWPS predictor data ranges forecasted during Jan Nov 2016 Histogram of Predictors from NWPS Logit of CA model # 1.46 + 3.13 ln (Hs) 0.97 Tide 0.011 MWD Significant Wave Height (m) # Tide Water Level (m from MSL) # Mean Wave Direction from SN (deg.) Histogram of Predictand X RC obs (0 or 1)

Verification: Reliability Diagram

Verification: Brier Skill Score Implies that these high BSS even in 48-95 fhrs are due to good Hs and Tide forecasts with time in NCEP NWPS

Conversion from a probabilistic to a deterministic forecast (high/moderate/low RC risk) Forecast 2x2 Contingency Table (Wilks, 2011) Observation Yes No POD=a/(a+c) Yes a hit c miss FARatio=b/(a+b) FARate=b/(b+d) Bias=(a+b)/(a+c) CorrectRate=(a+d)/(a+b+c+d) TS=a/(a+b+c) Performance Score No b false alarm d correct negative HSS=2(ad-bc)/((a+c)(c+d)+(a+b)(b+d)) PSS=(ad-bc)/((a+c)(b+d)) Requires selection of a threshold P, above which the forecast will be yes and below which the forecast will be no. The two methods for choosing the threshold P that are most often used in operations are TS* and Bias which are commonly used for rare events. RC occurrences at Mission beach are not rare events, thus we decided to use Correct Rate* and Bias. Found threshold P to maximize the Correct Rate within allowable Bias range (1 +/- 0.1). *: Threat Score gives credits only a, but Correct Rate gives credits d as well as a.

Regionally calibrated decision thresholds 0.582 0.863 *Note: Using TS and Bias method also selected similar threshold probabilities.

Decision thresholds: Experimental => Upgraded San Diego, CA ** EXPERIMENTAL ** NWPS Hazardous Rip Current Probability (%) http://polar.ncep.noaa.gov/nwps/para/nwpsloop.php?site=sgx&loop=rip&cg=2 Latitude Upgraded Locally Calibrated Decision High Risk: 50 100% => 86.3 100% Mod Risk: 25 50% => 58.2 86.3% Longitude Low Risk: 0 25% => 0 58.2% *POD: Not a surprising result because POD and TS are only considering hit.

Summary 1) NWPS MOS products developed for Mission beach 2) Developed regionally-calibrated threshold probabilities to provide forecast users with deterministic high/moderate/low rip current risks 3) Verification with dependent data indicated improvements over the current experimental products. Future work: NWPS is now transitioning from structured to unstructured mesh grids and extending to 144 hours. Once training data are available, regression equations/threshold probabilities for each regional domain, warm/cool seasons, cycles, and projections will need to be developed.

Acknowledgements Special thanks to - Steve Harrison and Noel Isla (NWS SGX, San Diego, CA) - Andre van der Westhuysen and Roberto Padilla-Hernandez (NWS/NCEP/EMC) - Dr. Bob Glahn (NWS/OSTI/MDL) - Dennis Atkinson and Nicole Kurkowski (NWS/OSTI) - John Kuhn (NWS/AFSO) - Arthur Taylor (NWS/OSTI/MDL) - Lifeguards of the City of San Diego at Mission Beach

Questions? Jung-Sun.Im@noaa.gov