Research hydrodynamics to serve layout design of beach nourishment project for the mui nai beach, ha tien, kien giang province

MINISTRY OF EDUCATION AND TRAINING MINISTRY OF AGRICULTURE AND RURAL DEVELOPMENT THUY LOI UNIVERSITY - PHAM THI HAN RESEARCH ON HYDRODYNAMICS TO SERVE LAYOUT DESIGN OF BEACH NOURISHMENT PROJECT FOR THE MUI NAI BEACH, HA TIEN, KIEN GIANG PROVINCE THESIS OF MASTER DEGREE HA NOI - 2016 MINISTRY OF EDUCATION AND TRAINING MINISTRY OF AGRICULTURE AND RURAL DEVELOPMENT THUY LOI UNIVERSITY - PHAM THI HAN RESEARCH ON HYDRODYNAMICS TO SERVE LAYOUT DESIGN OF BEACH NOURISHMENT PROJECT FOR THE MUI NAI BEACH, HA TIEN, KIEN GIANG PROVINCE Major: Coastal Engineering and Management Code: 62-58-02-03 THESIS OF MASTER DEGREE SUPERVISOR: Assoc.Prof.Dr TRAN THANH TUNG HA NOI - 2016 DECLARATION I guarantee the work which is being presented in this thesis entitled, “Research on hydrodynamics to serve layout design of beach nourishment project for the Mui Nai beach, Ha Tien, Kien Giang province” in partial complete of the requirement for the award of Master thesis of Coastal Engineering Management, is an authentic record of my own work carried out under supervision Assoc.Prof.Dr Tran Thanh Tung The matter embodied in this thesis has not been submitted by me for the award of any other degree or diploma Ha Noi, December 16, 2016 Pham Thi Han ACKNOWLEDGMENTS I would like to express my sincere gratitude for my advisor Assoc.Prof Dr Tran Thanh Tung was help me complete my master thesis I also want to show deep thanks to Master Nguyen Thanh Luan who is making value contributions to success in Master course I would like to thank faculty of Marine and Coastal Engineering of Thuy Loi University and Key laboratory of river and coastal engineering for help me to complete thesis on schedule Finally, I would like to express my special appreciation to my friends and colleagues for their support and encourage I would like to express deep gratitude to the members of my family Ha Noi, December 16, 2016 Pham Thi Han TABLE OF CONTENTS INTRODUCTION 1 The necessity of study Research objectives 3 Study method 3.1 Subject 3.2 Methodology of the thesis Thesis outline CHAPTER OVERVIEW OF BEACH NOURISHMENT AND STUDY AREA 1.1 Introduction of beach nourishment 1.1.1 Beach nourishment, a basic concepts 1.1.2 The beach nourishment in developed countries 1.1.3 Beach nourishment in Vietnam 12 1.2Brief description of the study area 15 1.2.1Geographical location and natural conditions 15 1.2.2 Topography, geomorphology characteristics 17 1.2.3 Hydro-marine conditions of study area 17 1.2.4Social and economic features 18 CHAPTER SETUP HYDRODYNAMIC AND WAVE MODEL FOR STUDY AREA 20 2.1Model descriptions 20 2.1.1Hydrodynamics model (MIKE 21 FM HD module) 20 2.1.2 Wave model (MIKE21 FM SW module) 22 2.2Data usage for model setup, calibration and verification 24 2.2.2 Water levels observation and field measurement 28 2.2.3 Wave data 28 2.3 Setup wave and tidal models for large domain 32 2.3.1 Model setup 32 2.3.2 Model calibration 35 2.3.3 Model verification 36 2.4Setup hydrodynamics model for the Mui Nai beach 36 2.4.1Model setup 36 2.4.2Model calibration 39 CHAPTER CRITERIA FOR BEACH NOURISHMENT AND DESIGN BEACH NOURISHMENT FOR MUI NAI BEACH 40 3.1 Analysis of wave climate and wind regime for the study area 40 3.2 Criteria for beach nourishment project 42 3.2.1 Technical criteria 42 3.2.2 Environmental criteria and landscape 43 3.2.3 Social criteria 43 3.2.4 Criteria of the legal framework and implemented project beach nourishments 43 3.2.5 Criteria for planning, protection, exploitation and using of coastal resource 43 3.3 Design the Mui Nai beach nourishment project 44 3.3.1Design beach nourishment profile 44 3.3.2 Volume of sand fill and sand composition 45 3.4 Computation lifetime for the Mui Nai beach nourishment project 45 3.4.1 Estimation of annual alongshore sediment transport for study area 45 3.4.2Computation lifetime of the Mui Nai beach nourishment project 51 CHAPTER DESIGN BEACH NOURISHMENT IN COMBINATION WITH SUBMERGED GEOTUBE FOR THE MUI NAI BEACH 56 4.1 Design draft layout for submerged geotube 56 4.1.1 Criteria proposed plan 56 4.1.2 Technical solutions is proposed 56 4.1.3 Design layout for submerged geotubes 58 4.1.4 The parameters design layout of submerged geo-tube for beach nourishment 60 4.2 Simulation waves pattern with and without submerged geotube 62 4.2.1 Simulation scenarios for waves 62 4.2.2 Simulation results and analysis 65 4.2.3 Estimated sediment loss behind submerged geo-tube 71 4.3 Simulation flow pattern with and without submerged geotube 74 4.3.1 Simulation scenarios for tide and wave 74 4.3.2 Simulation results and analysis 77 4.4 Propose layout for beach nourishment in combination with submerged geotube 86 CONCLUSIONS AND RECOMMENDATIONS 87 Conclusions 87 Recommendations 88 REFERENCES 89 THE APPENDIX 91 LIST OF FIGURES Figure 1Beach nourishment (left) and shore-face nourishment (right)(Source: Internet) Figure 2Dam in Mui Ne, Binh Thuan (Source: Google Earth) 14 Figure 3Location of Ha Tien town, Kien Giang province 16 Figure 4The rear beachof Mui Nai beach, Ha Tien Town, Kien Giang Province 16 Figure 1Location of pointsobservingwaves WV1, currents FL1and water level WL1 on satellite images 26 Figure 2Points setting automatic equipment to observe water level, WL1, under the wharf in front Ta Pang motels 26 Figure The locations of the sediment sampling area Mui Nai - Ha Tien 26 Figure 4Water level at rear beach of Mui Nai to 18 hours of June 6, 2016 to 18 hours of June 9, 2016 28 Figure Grid and computation domain of wave and tidal models (large domain) 32 Figure Bed topography of wave and tidal models 33 Figure 2.7 Comparison of measured and calculated water levels of the Phu Quoc gauging stations from May 6, 2010 to May 20,2010 35 Figure 8Comparison of measured and calculated wave height at Mui Nai station, from 18 to 21 of March, 2016 35 Figure 2.9Comparison of measured and calculated water levels, Phu Quoc gauging stationfrom September 2, 2010 to September 6, 2010 36 Figure 10Computational domain of the Mui Nai hydrodynamics model 37 Figure 11 Grid mesh II and domain of hydrodynamics model 37 Figure 12 Topography of hydrodynamics model for study area 38 Figure 13Comparison of measured and calculated water levels at Mui Nai beach, 16th of March to 22 of March, 2016 39 Figure 1Monthly wind rose average month, the period from 2009 to 2016 years, Phu Quoc gauging station (Source: WindFinder.com GmbH & Co KG) 41 Figure 2Monthly wave rose average month, the period from 2009 to 2016 years, Phu Quoc gauging station (Source: WindFinder.com GmbH & Co KG) 41 Figure 3The scope of dry beach: width 50m, elevation +0.5 44 Figure 4The scope of submerged beach: width 40m, slope of 1/20, bed elevation at seaside -1.5 44 Figure 5Definition of the angle of wave propagation with respect to the coast 46 Figure 6Schematization of triangular beach fill layer 51 Figure 7Lifetimes as function of total fill volume 55 Figure Solution submerged built by geotube to sand pump (Source: Internet) 57 Figure Plan view of submerged geotube (Source: Google earth) 59 Figure 4.3 Frequency line of synthesis level at point 139 (104027 'A, 10025' B) My Duc, Ha Tien town, Kien Giang province (Source: 14TCN1613 – 2012) 60 Figure 4.4Layout of submerged geotube for the beach nourishment project 62 Figure 5The boundary conditions in wave model 64 Figure 6Location of points on section extracted to calculation results for wave model (Source: Google earth) 65 Figure 4.7 The grid in case with and without submerged geotube 66 Figure 8Wave height at MC1 section, simulation scenarios without geotube 66 Figure 9Wave height at MC2 section, simulation scenarios without geotube 67 Figure 10Wave pattern in simulations scenario, without submerged geotube 69 Figure 11Wave height at MC1 section, scenarios with submerged geotube 69 Figure 12Wave height at section MC2,scenarios with submerged geotube 70 Figure 13Wave mode the scripts of the case submerged geo-tube 71 Figure 14 Cross-shore profiles in central section computed by DELFT3D-model (waves oblique to coast) 72 Figure 15Shows the time development of the total beach fill volume by time 73 Figure 16Water levels at Ha Tien station, 2015 and period of highest spring tide in November 75 Figure 17The boundary conditions in hydrodynamics model 75 Figure 18The location to extract the hydrodynamics data 76 Figure 19Water levels at boundary, from 12th Nov to 20th Nov 2015 77 Figure 20The area outside submeged geotube of case current status 77 Figure 21The area outside submeged geotube of case with submerged geotube 78 Figure 22The area outside submeged geotube of case current status 78 Figure 23The area outside submeged geotube of case submerged geotube 79 Figure 24The area inside submeged geotube of case current status 79 Figure 25The area inside submeged geotube of case with submerged geotube 80 Figure 26The area inside submeged geotube of case current status 80 Figure 27The area inside submeged geotube of case with submerged geotube 81 Figure 28The point between submeged geotubes of case current status 81 Figure 29The point between submeged geotubes of case with submerged geotube 82 Figure 30The point between submeged geotubes of case current status 82 Figure 31The point between submeged geotubes of case with submerged geotube 83 Figure 32Current speed at measuring point with wave direction West before and after the submerged geotube 84 Figure 33Current speed at measuring point with wave direction southeastbefore and after the submerged geotube 85 Figure 34Currents speed corresponding to the scripts of the status quo plan 85 Figure 35Current speed in the scripts of case with submerged geotube 86 LIST OF TABLES Table 1Comparison about the number of projects, the frequency and volume of material used for beach nourishment in some countries Table 2Comparison of common parameters beach nourishment project between a numbers of countries Table 1Coordinates of stations observing wave and water level 25 Table 2Description of hydro-dynamics survey 27 Table 3Quantity of taking suspended sediment and bottom sediment 27 Table 4Water level characteristics at rear beach Mui Nai, Ha Tien town 28 Table 5Results of characteristic wave at WV1 station, averaged for each day 29 Table 6Characteristic of wave at WV1 station, the real beach resort of Mui Nai 29 Table 7Analysis of 12 samples suspended sediment in the Mui Nai beach 30 Table 8The synthesis of mechanical characteristics for 16 samples bed sediment in the areas Mui Nai beach 31 Table 1Statistics waves offshore at Phu Quoc Island from 2005 to 2015 (wave NOAA) 40 Table 2Brief description of the beach nourishment area 44 Table 3Statistical analysis of data offshore wave Phu Quoc Island in 2005-2015 NOAA station 49 Table 4Input data of wave and wave angle 49 Table 5Input data of sediment and other main parameters 50 Table 3.6Output data 50 Table 7Input data for calculation lifetime 53 Table 8Output data for lifetime of project 54 Table 1Synthesis of the scripts for wave model 63 Table 2In put data of the scripts for wave model 64 Table 3Description of extraction points on wave model 65 Table 4Wave height at Section MC1, MC2, without geotube 68 Table 5Wave height at Section MC1, MC2 with submerged geotube 70 Table 6Wave climate of winter season North Sea (180days; October to March) 72 Table 7Synthesis of the scenarios for hydrodynamics model 74 Table 8Input data of the scenariosfor hydrodynamics model 75 Table 9Current speed according to the scripts 84 CONCLUSIONS AND RECOMMENDATIONS Conclusions The thesis has applied the numerical model MIKE 21FM for the Mui Nai beach area and the West Sea of Viet Nam The numerical simulation in the study has investigated the effects of the water levels, wave propagation from offshore to the study area in two different monsoon seasons and the effect of tidal currents and wave-induced currents to the Mui Nai coast and its beaches The numerical simulation results have been used as scientific basis to proposed design layout for the Ha Tien beach nourishment projects to ungrade and improve the tourist beach of Mui Nai, Ha Tien town, Kien Giang province Two numercial models have been set up for the study area The large domain model for tidal and wave for the West Sea of Vietnam has been used to create the boundaries conditions (including water levels and waves) for the hydrodynamic model for the Mui Nai beach (smaller model) Thesis has analyzed and used numerous data sets compiled from various sources such as observed water level data, wind data and wave data at the Ha Tien station (coastal stations) and Phu Quoc station (station offshore) in calibration and verification for the large model Measured water level, wave and bed sediment data of the Mui Nai area in March 2016, are used to calibrate the smaller hydrodynamics model (wave module and hydrodynamics module) for the Mui Nai beach Based on simulation results and hydrodynamics regime of the study area, the thesis has established simulation scenarios for two monsoon conditions during the NE moonson and and SW monsoon, with two difference water level conditions (mean water level condition of +0.3 m ; and medium high water levels of +0.8 m) The wave pattern and wave height at different locations in study area are investigate Estimation of longshore sediment transport and sediment loss after nourishment the Mui Nai beach and lifetime of the beach nourishment project have been calculated in the thesis The computation results indicate that, with sediment loss the due to crossshore effects of 16.67(m3/year per unit coastal length) the life time of the beach nourishment project only last for 2.8 up to years 87 Thus, the sand volume of 24000 m3 only last for 2.83 years and will not be able to fulfill the demand the investor for the lifetime of the project Therefore, it is nessessary to setup an additional submerged geotube for the Mui Nai beach nourishment in order to reduce the amount of sediment lost due to cross-shore sediment transport Chapter proposes a layout for the submerged geotube system for the Mui Nai beach nourishment project The proposed design layout then simulated using numercial model which is has been setup, calibrated and verified in chapter for both waves and currents Simulation results have been used to analyse and to evaluate the wave height and flow pattern surrounding the submerged geotube Recommendations Within framework of a Master thesis, beside completed works on setup, calibration and verification for both wave model and hydrodynamics model for large domain and smaller domain, as well as design for the beach nourishment project, the thesis still has several limitations The study may not have enough time to simulate sediment transport using MIKE21 ST module and beach evolution of the Mui Nai beach before and after appling the beach nourishment An estimation of sediment transport using empirical formulae (CERC, Kamphuis and Van Rijn have been used), lifetime of beach nourishment project was estimated in the study The study area is surrounded by many islands, including the Phu Quoc island which may influences to waves and currents in the study area With limited time and available data, the thesis only used large computational domain which includes the Phu Quoc Island to implement water levels and waves at the boundaries for the small domain for one tidal period during the NE monsoon and SW monsoon It may be nessesary to evaluate the response of the beach for extreme situation and for whole year, which is representative for long-term evolution of the study area 88 REFERENCES [1] 14TCN1613 - 2012, Technical Standards sea dyke design, issued under Decision No 1613 / QD-BNN-KHCN, July 9, 2012 by the Minister of Agriculture and Rural Development [2] Baret, C M E., 2013 The effect of structure slope and packing arrangement on the hydraulic stability of geotextile sand container revetments (Master Thesis, Stellenbosch: Stellenbosch University) [3] Bagnold, R.A., 1963 Mechanics of Marine Sedimentation, in: The Sea, Vol 3, p 507-528, edited by M.N Hill, Interscience, NY [4] Calabrese, M., Vicinanza, D., & Buccino, M., 2002 Large-scale experiments on the behaviour of low crested and submerged breakwaters in presence of broken waves In COASTAL ENGINEERING CONFERENCE (Vol 2, pp 1900-1912) ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS [5] CUR,1987 Manual on Artificial Beach Nourishment Centre for Civil Research Codesand Specifications Vol.1/Delft Hydraulics, The Netherland [6] D'Angremond, K., Van Der Meer, J W., & De Jong, R J., 1996 Wave transmission at low-crested structures Coastal Engineering Proceedings,1(25) [7] Dassanayake, D.T., and H.Oumeraci (2013) – Hydraulic stability formulae andnomograms for coastal structures made of Geotextile sand containersHydraulics, D (1973) Breakwater of concrete filled hoses Report M1085 [8] Hamm,L., et al., 2002 A Summary of European experiences with Shore nourishment Coastal Engineering, vol.47, pp: 237-264 [9] Huu Nghi Tran, 2012, Thematic Research "Overview of the theoretical basis of the solution beach nourishment and beach nourishment models in the world" KC.08.TN03 topics / November 15, 2012 [10] H Hanson, A Brampton, M Capobianco, H.H Dette, L Hamm, C Laustrup, A Lechuga, R Spanhoff (2002) “Beach nourishment projects, practices, and objectives - a European overview” Coastal Engineering47(2), 81-111 [11]Haicatex, 2016 Quotations pipe geotube 89 [12] Kohei Nagai, Shinji Kono, and Dao Xuan Quang, 1998 Wave-Characteristics On The Central Coast Of Vietnam In The South China Sea Coastal Engineering Journal, vol.40, pp: 347-354 [13] Komar, P.D ,1979 Beach slope dependence of longshore currents Journal of Waterway, Port, Coastal and Ocean Division, ASCE, Vol 105, WW [14] Kamphuis, J.W 1991 Alongshore sediment transport rate Journal of Waterway, Port, Coastal and Ocean Engineering, Vol 117, 624-640 [15] Mil-Homens, J., Ranasinghe, R., Van Thiel de Vries, J.S.M and Stive, M.J.F., 2013 Re-evaluation and improvement of three commonly used bulk longshore sediment transport formulas Coastal Engineering 75, 29-39 [16] P.V.Ninh; N.M.Hung, 1998 Hydro-meteorological, morphological and environmental conditions at the Mekong Delta coastal zone Technical report of the First and Second field surveys, EU Cu long Project, 144 p [17] Seabrook, S R., & Hall, K R (1998) Wave transmission at submerged rubblemound breakwaters Coastal Engineering Proceedings, 1(26) [18] Silvester, R (1990) Flexible membrane units for breakwaters In: “ Handbook of Coastal and Ocean Engineering:, Herbich J.B.ed, vol 1, 921-938 [19] Shore Protection Manual, 1984 CERC, Waterways Experiment Station, Vicksburg, USA [20] Tuan Thieu Quang Linh Dang Thi, 2015 Building relationships between period and seasonal wave height for the north coast and north central Vietnam, a collection Annual Scientific Conference Thuy loi University, 409p [21] Thanh Tung Tran, et al, 2012 "Research applied solutions for artificial beach nourishment for the beach erosion part in the central region of Vietnam." Final report of potential topics State-level KHCN KC-08 / 11-15 Water Resources University, Hanoi [22] Van Rijn, L.C., 2014 A simple general expression for longshore transport of sand, gravel and shingle Coastal Engineering Vol 90, 23-39 90 THE APPENDIX Appendix 1: Input data for wave model at Mui Nai beach Time 3/1/2016 0:00 3/1/2016 1:00 3/1/2016 2:00 3/1/2016 3:00 3/1/2016 4:00 3/1/2016 5:00 3/1/2016 6:00 3/1/2016 7:00 3/1/2016 8:00 3/1/2016 9:00 3/1/2016 10:00 3/1/2016 11:00 3/1/2016 12:00 3/1/2016 13:00 3/1/2016 14:00 3/1/2016 15:00 3/1/2016 16:00 3/1/2016 17:00 3/1/2016 18:00 3/1/2016 19:00 3/1/2016 20:00 3/1/2016 21:00 3/1/2016 22:00 3/1/2016 23:00 3/2/2016 0:00 3/2/2016 1:00 3/2/2016 2:00 3/2/2016 3:00 3/2/2016 4:00 3/2/2016 5:00 3/2/2016 6:00 3/2/2016 7:00 3/2/2016 8:00 3/2/2016 9:00 3/2/2016 10:00 3/2/2016 11:00 3/2/2016 12:00 3/2/2016 13:00 3/2/2016 14:00 Hs (m) Tp (s) 0.6 0.5 0.5 0.4 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 3.5 3.5 3.5 3.4 3.3 3.3 3.3 3.2 3.2 3.2 1.9 2.1 2.2 2.3 2.5 2.6 2.7 2.8 2.9 2.7 2.6 2.8 2.9 3 3.1 3.1 3.1 3.1 3.1 3 1.9 2.2 2.4 2.5 2.6 2.7 Dir (deg) 117 117 118 119 115 116 117 118 120 122 247 245 241 234 226 218 206 199 187 178 154 140 131 133 129 128 128 128 128 129 130 132 133 245 248 249 248 240 234 91 Time 3/15/2016 0:00 3/15/2016 1:00 3/15/2016 2:00 3/15/2016 3:00 3/15/2016 4:00 3/15/2016 5:00 3/15/2016 6:00 3/15/2016 7:00 3/15/2016 8:00 3/15/2016 9:00 3/15/2016 10:00 3/15/2016 11:00 3/15/2016 12:00 3/15/2016 13:00 3/15/2016 14:00 3/15/2016 15:00 3/15/2016 16:00 3/15/2016 17:00 3/15/2016 18:00 3/15/2016 19:00 3/15/2016 20:00 3/15/2016 21:00 3/15/2016 22:00 3/15/2016 23:00 3/16/2016 0:00 3/16/2016 1:00 3/16/2016 2:00 3/16/2016 3:00 3/16/2016 4:00 3/16/2016 5:00 3/16/2016 6:00 3/16/2016 7:00 3/16/2016 8:00 3/16/2016 9:00 3/16/2016 10:00 3/16/2016 11:00 3/16/2016 12:00 3/16/2016 13:00 3/16/2016 14:00 Hs Dir Tp (s) (m) (deg) 0.4 2.9 147 0.4 2.9 140 0.4 151 0.4 150 0.3 152 0.3 154 0.3 2.9 141 0.2 2.9 143 0.3 2.9 146 0.4 2.4 213 0.5 2.8 216 0.6 3.1 220 0.7 3.4 219 0.7 3.6 212 0.7 3.6 206 0.6 3.6 201 0.6 3.6 191 0.5 3.5 188 0.5 3.5 187 0.5 3.4 186 0.4 3.4 179 0.4 3.3 179 0.4 3.2 178 0.4 3.2 178 0.3 3.1 171 0.3 3.1 171 0.3 171 0.3 172 0.3 2.9 164 0.3 2.9 166 0.2 2.9 169 0.3 2.8 172 0.3 2.3 221 0.4 2.6 226 0.4 2.9 227 0.5 3.1 225 0.5 3.2 220 0.5 3.3 219 0.5 3.4 217 Time 3/2/2016 15:00 3/2/2016 16:00 3/2/2016 17:00 3/2/2016 18:00 3/2/2016 19:00 3/2/2016 20:00 3/2/2016 21:00 3/2/2016 22:00 3/2/2016 23:00 3/3/2016 0:00 3/3/2016 1:00 3/3/2016 2:00 3/3/2016 3:00 3/3/2016 4:00 3/3/2016 5:00 3/3/2016 6:00 3/3/2016 7:00 3/3/2016 8:00 3/3/2016 9:00 3/3/2016 10:00 3/3/2016 11:00 3/3/2016 12:00 3/3/2016 13:00 3/3/2016 14:00 3/3/2016 15:00 3/3/2016 16:00 3/3/2016 17:00 3/3/2016 18:00 3/3/2016 19:00 3/3/2016 20:00 3/3/2016 21:00 3/3/2016 22:00 3/3/2016 23:00 3/4/2016 0:00 3/4/2016 1:00 3/4/2016 2:00 3/4/2016 3:00 3/4/2016 4:00 3/4/2016 5:00 3/4/2016 6:00 3/4/2016 7:00 3/4/2016 8:00 Hs (m) Tp (s) 0.3 0.4 0.4 0.4 0.4 0.4 0.5 0.5 0.5 0.5 0.5 0.4 0.4 0.4 0.3 0.3 0.2 0.2 0.3 0.3 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.5 0.5 0.5 0.5 0.6 0.6 0.5 0.5 0.4 0.4 0.3 0.3 0.3 0.3 2.8 2.8 2.9 2.9 2.8 2.8 3.1 3.2 3.2 3.2 3.2 3.2 3.2 3.1 3.1 3.1 2.1 2.4 2.6 2.8 2.9 3 2.9 2.8 2.9 3.1 3.2 3.3 3.3 3.4 3.4 3.4 3.4 3.3 3.2 3.2 3.2 3.1 Dir (deg) 224 217 209 200 182 153 138 130 132 130 129 129 129 131 126 126 128 129 230 237 237 241 241 239 236 228 213 171 137 127 122 119 116 119 119 119 120 118 120 121 120 123 92 Time 3/16/2016 15:00 3/16/2016 16:00 3/16/2016 17:00 3/16/2016 18:00 3/16/2016 19:00 3/16/2016 20:00 3/16/2016 21:00 3/16/2016 22:00 3/16/2016 23:00 3/17/2016 0:00 3/17/2016 1:00 3/17/2016 2:00 3/17/2016 3:00 3/17/2016 4:00 3/17/2016 5:00 3/17/2016 6:00 3/17/2016 7:00 3/17/2016 8:00 3/17/2016 9:00 3/17/2016 10:00 3/17/2016 11:00 3/17/2016 12:00 3/17/2016 13:00 3/17/2016 14:00 3/17/2016 15:00 3/17/2016 16:00 3/17/2016 17:00 3/17/2016 18:00 3/17/2016 19:00 3/17/2016 20:00 3/17/2016 21:00 3/17/2016 22:00 3/17/2016 23:00 3/18/2016 0:00 3/18/2016 1:00 3/18/2016 2:00 3/18/2016 3:00 3/18/2016 4:00 3/18/2016 5:00 3/18/2016 6:00 3/18/2016 7:00 3/18/2016 8:00 Hs Dir Tp (s) (m) (deg) 0.5 3.4 216 0.5 3.3 215 0.4 3.3 213 0.4 3.2 212 0.4 3.2 211 0.4 3.2 207 0.3 3.1 206 0.3 3.1 204 0.3 203 0.3 202 0.3 200 0.2 2.9 197 0.2 2.9 196 0.2 2.9 195 0.2 2.8 195 0.2 2.8 195 0.2 2.2 208 0.3 2.3 213 0.3 2.4 222 0.3 2.5 220 0.4 2.7 217 0.5 2.9 212 0.5 3.1 206 0.5 3.2 200 0.5 3.2 193 0.5 3.3 188 0.5 3.3 183 0.5 3.3 180 0.5 3.3 179 0.4 3.3 178 0.4 3.3 177 0.4 3.2 177 0.3 3.2 177 0.3 3.1 171 0.3 3.1 170 0.3 170 0.3 170 0.3 171 0.3 2.9 163 0.2 2.9 165 0.3 219 0.4 2.4 234 Time 3/4/2016 9:00 3/4/2016 10:00 3/4/2016 11:00 3/4/2016 12:00 3/4/2016 13:00 3/4/2016 14:00 3/4/2016 15:00 3/4/2016 16:00 3/4/2016 17:00 3/4/2016 18:00 3/4/2016 19:00 3/4/2016 20:00 3/4/2016 21:00 3/4/2016 22:00 3/4/2016 23:00 3/5/2016 0:00 3/5/2016 1:00 3/5/2016 2:00 3/5/2016 3:00 3/5/2016 4:00 3/5/2016 5:00 3/5/2016 6:00 3/5/2016 7:00 3/5/2016 8:00 3/5/2016 9:00 3/5/2016 10:00 3/5/2016 11:00 3/5/2016 12:00 3/5/2016 13:00 3/5/2016 14:00 3/5/2016 15:00 3/5/2016 16:00 3/5/2016 17:00 3/5/2016 18:00 3/5/2016 19:00 3/5/2016 20:00 3/5/2016 21:00 3/5/2016 22:00 3/5/2016 23:00 3/6/2016 0:00 3/6/2016 1:00 3/6/2016 2:00 Hs (m) Tp (s) 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.2 0.2 0.3 0.4 0.5 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.5 0.5 0.5 0.5 0.5 0.5 0.4 0.4 0.4 2.2 2.4 2.6 2.7 2.7 2.8 2.8 2.8 2.9 2.9 2.9 2.9 2.9 3 3 3 3 2.9 2.3 2.7 3.3 3.4 3.5 3.5 3.5 3.4 3.4 3.3 3.3 3.3 3.2 3.2 3.2 3.2 3.2 3.1 Dir (deg) 236 230 233 227 226 223 218 212 203 192 175 157 140 145 141 138 137 137 137 138 140 142 132 215 228 229 230 229 219 208 199 186 162 153 147 141 136 133 132 131 131 118 93 Time 3/18/2016 9:00 3/18/2016 10:00 3/18/2016 11:00 3/18/2016 12:00 3/18/2016 13:00 3/18/2016 14:00 3/18/2016 15:00 3/18/2016 16:00 3/18/2016 17:00 3/18/2016 18:00 3/18/2016 19:00 3/18/2016 20:00 3/18/2016 21:00 3/18/2016 22:00 3/18/2016 23:00 3/19/2016 0:00 3/19/2016 1:00 3/19/2016 2:00 3/19/2016 3:00 3/19/2016 4:00 3/19/2016 5:00 3/19/2016 6:00 3/19/2016 7:00 3/19/2016 8:00 3/19/2016 9:00 3/19/2016 10:00 3/19/2016 11:00 3/19/2016 12:00 3/19/2016 13:00 3/19/2016 14:00 3/19/2016 15:00 3/19/2016 16:00 3/19/2016 17:00 3/19/2016 18:00 3/19/2016 19:00 3/19/2016 20:00 3/19/2016 21:00 3/19/2016 22:00 3/19/2016 23:00 3/20/2016 0:00 3/20/2016 1:00 3/20/2016 2:00 Hs Dir Tp (s) (m) (deg) 0.5 2.8 227 0.6 3.2 227 0.7 3.4 222 0.7 3.7 217 0.7 3.8 209 0.7 3.8 201 0.7 3.7 195 0.6 3.7 191 0.6 3.6 189 0.5 3.5 183 0.5 3.5 182 0.4 3.4 182 0.4 3.4 181 0.4 3.3 176 0.4 3.3 176 0.3 3.2 176 0.3 3.2 176 0.3 3.2 176 0.2 3.1 170 0.2 3.1 172 0.2 3.1 173 0.2 3.1 175 0.2 3.1 177 0.2 1.9 222 0.3 2.3 226 0.4 2.7 214 0.5 205 0.7 3.4 199 0.7 3.6 193 0.7 3.7 188 0.6 3.7 185 0.6 3.6 184 0.5 3.6 180 0.5 3.5 180 0.5 3.4 181 0.4 3.4 180 0.4 3.3 175 0.4 3.2 175 0.4 3.1 164 0.4 163 0.4 162 0.3 163 Time 3/6/2016 3:00 3/6/2016 4:00 3/6/2016 5:00 3/6/2016 6:00 3/6/2016 7:00 3/6/2016 8:00 3/6/2016 9:00 3/6/2016 10:00 3/6/2016 11:00 3/6/2016 12:00 3/6/2016 13:00 3/6/2016 14:00 3/6/2016 15:00 3/6/2016 16:00 3/6/2016 17:00 3/6/2016 18:00 3/6/2016 19:00 3/6/2016 20:00 3/6/2016 21:00 3/6/2016 22:00 3/6/2016 23:00 3/7/2016 0:00 3/7/2016 1:00 3/7/2016 2:00 3/7/2016 3:00 3/7/2016 4:00 3/7/2016 5:00 3/7/2016 6:00 3/7/2016 7:00 3/7/2016 8:00 3/7/2016 9:00 3/7/2016 10:00 3/7/2016 11:00 3/7/2016 12:00 3/7/2016 13:00 3/7/2016 14:00 3/7/2016 15:00 3/7/2016 16:00 3/7/2016 17:00 3/7/2016 18:00 3/7/2016 19:00 3/7/2016 20:00 Hs (m) Tp (s) 0.3 0.3 0.3 0.2 0.2 0.3 0.4 0.5 0.6 0.7 0.7 0.7 0.6 0.6 0.6 0.5 0.5 0.5 0.4 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.2 0.2 0.2 0.3 0.4 0.5 0.5 0.6 0.6 0.6 0.6 0.5 0.5 0.5 0.4 3.1 3.1 3 2.5 2.9 3.2 3.4 3.5 3.6 3.5 3.5 3.5 3.5 3.4 3.4 3.3 3.1 3.1 3.1 3 3 2.9 2.9 2.9 2.2 2.6 2.9 3.1 3.3 3.3 3.4 3.4 3.4 3.4 3.4 3.3 Dir (deg) 119 120 122 125 128 212 228 228 226 223 212 199 187 177 172 170 169 159 158 143 141 141 140 140 140 141 143 132 134 138 228 225 225 222 209 195 181 176 170 168 160 159 94 Time 3/20/2016 3:00 3/20/2016 4:00 3/20/2016 5:00 3/20/2016 6:00 3/20/2016 7:00 3/20/2016 8:00 3/20/2016 9:00 3/20/2016 10:00 3/20/2016 11:00 3/20/2016 12:00 3/20/2016 13:00 3/20/2016 14:00 3/20/2016 15:00 3/20/2016 16:00 3/20/2016 17:00 3/20/2016 18:00 3/20/2016 19:00 3/20/2016 20:00 3/20/2016 21:00 3/20/2016 22:00 3/20/2016 23:00 3/21/2016 0:00 3/21/2016 1:00 3/21/2016 2:00 3/21/2016 3:00 3/21/2016 4:00 3/21/2016 5:00 3/21/2016 6:00 3/21/2016 7:00 3/21/2016 8:00 3/21/2016 9:00 3/21/2016 10:00 3/21/2016 11:00 3/21/2016 12:00 3/21/2016 13:00 3/21/2016 14:00 3/21/2016 15:00 3/21/2016 16:00 3/21/2016 17:00 3/21/2016 18:00 3/21/2016 19:00 3/21/2016 20:00 Hs Dir Tp (s) (m) (deg) 0.3 163 0.3 164 0.3 166 0.2 168 0.2 170 0.3 164 0.3 2.4 230 0.4 2.7 223 0.5 2.9 220 0.6 3.2 212 0.6 3.4 207 0.6 3.5 203 0.7 3.6 197 0.6 3.6 195 0.6 3.6 191 0.5 3.6 190 0.5 3.5 189 0.4 3.4 189 0.4 3.4 189 0.4 3.3 185 0.3 3.3 185 0.3 3.3 185 0.3 3.2 185 0.3 3.2 185 0.2 3.2 185 0.2 3.2 183 0.2 3.1 184 0.2 3.1 184 0.2 3.1 185 0.2 224 0.3 2.4 234 0.4 2.7 229 0.5 220 0.6 3.3 216 0.6 3.4 212 0.6 3.5 208 0.6 3.5 204 0.6 3.5 201 0.5 3.5 200 0.5 3.4 199 0.4 3.4 197 0.4 3.4 194 Time 3/7/2016 21:00 3/7/2016 22:00 3/7/2016 23:00 3/8/2016 0:00 3/8/2016 1:00 3/8/2016 2:00 3/8/2016 3:00 3/8/2016 4:00 3/8/2016 5:00 3/8/2016 6:00 3/8/2016 7:00 3/8/2016 8:00 3/8/2016 9:00 3/8/2016 10:00 3/8/2016 11:00 3/8/2016 12:00 3/8/2016 13:00 3/8/2016 14:00 3/8/2016 15:00 3/8/2016 16:00 3/8/2016 17:00 3/8/2016 18:00 3/8/2016 19:00 3/8/2016 20:00 3/8/2016 21:00 3/8/2016 22:00 3/8/2016 23:00 3/9/2016 0:00 3/9/2016 1:00 3/9/2016 2:00 3/9/2016 3:00 3/9/2016 4:00 3/9/2016 5:00 3/9/2016 6:00 3/9/2016 7:00 3/9/2016 8:00 3/9/2016 9:00 3/9/2016 10:00 3/9/2016 11:00 3/9/2016 12:00 3/9/2016 13:00 3/9/2016 14:00 Hs (m) Tp (s) 0.4 0.4 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.4 0.4 0.5 0.6 0.6 0.6 0.5 0.5 0.4 0.4 0.4 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.2 0.3 0.3 0.4 0.5 0.5 0.5 3.3 3.2 3.2 3.1 3 2.9 2.9 2.9 2.9 1.9 2.2 2.5 2.8 3.1 3.3 3.4 3.4 3.4 3.4 3.4 3.4 3.3 3.3 3.3 3.2 3.2 3.2 3.2 3.1 3.1 3.1 3.1 3.1 1.8 2.2 2.5 2.7 2.9 3.1 3.2 Dir (deg) 159 159 148 149 150 152 154 142 146 151 156 228 233 228 219 211 206 203 201 199 198 197 196 195 194 193 192 191 191 190 190 190 190 189 189 225 233 231 228 225 220 217 95 Time 3/21/2016 21:00 3/21/2016 22:00 3/21/2016 23:00 3/22/2016 0:00 3/22/2016 1:00 3/22/2016 2:00 3/22/2016 3:00 3/22/2016 4:00 3/22/2016 5:00 3/22/2016 6:00 3/22/2016 7:00 3/22/2016 8:00 3/22/2016 9:00 3/22/2016 10:00 3/22/2016 11:00 3/22/2016 12:00 3/22/2016 13:00 3/22/2016 14:00 3/22/2016 15:00 3/22/2016 16:00 3/22/2016 17:00 3/22/2016 18:00 3/22/2016 19:00 3/22/2016 20:00 3/22/2016 21:00 3/22/2016 22:00 3/22/2016 23:00 3/23/2016 0:00 3/23/2016 1:00 3/23/2016 2:00 3/23/2016 3:00 3/23/2016 4:00 3/23/2016 5:00 3/23/2016 6:00 3/23/2016 7:00 3/23/2016 8:00 3/23/2016 9:00 3/23/2016 10:00 3/23/2016 11:00 3/23/2016 12:00 3/23/2016 13:00 3/23/2016 14:00 Hs Dir Tp (s) (m) (deg) 0.4 3.3 193 0.3 3.3 193 0.3 3.2 192 0.3 3.2 191 0.3 3.2 190 0.2 3.2 190 0.2 3.1 189 0.2 3.1 189 0.2 3.1 189 0.2 3.1 188 0.2 189 0.3 2.2 231 0.4 2.5 235 0.4 2.8 225 0.5 3.1 221 0.6 3.3 215 0.6 3.4 210 0.6 3.5 206 0.6 3.5 202 0.6 3.5 200 0.5 3.5 199 0.5 3.5 199 0.4 3.4 198 0.4 3.4 195 0.4 3.3 195 0.3 3.3 194 0.3 3.2 194 0.3 3.2 193 0.3 3.2 191 0.2 3.1 191 0.2 3.1 192 0.2 3.1 192 0.2 192 0.2 192 0.3 2.1 207 0.3 2.5 216 0.4 2.8 227 0.5 223 0.5 3.2 222 0.6 3.3 221 0.6 3.4 218 0.5 3.4 215 Time 3/9/2016 15:00 3/9/2016 16:00 3/9/2016 17:00 3/9/2016 18:00 3/9/2016 19:00 3/9/2016 20:00 3/9/2016 21:00 3/9/2016 22:00 3/9/2016 23:00 3/10/2016 0:00 3/10/2016 1:00 3/10/2016 2:00 3/10/2016 3:00 3/10/2016 4:00 3/10/2016 5:00 3/10/2016 6:00 3/10/2016 7:00 3/10/2016 8:00 3/10/2016 9:00 3/10/2016 10:00 3/10/2016 11:00 3/10/2016 12:00 3/10/2016 13:00 3/10/2016 14:00 3/10/2016 15:00 3/10/2016 16:00 3/10/2016 17:00 3/10/2016 18:00 3/10/2016 19:00 3/10/2016 20:00 3/10/2016 21:00 3/10/2016 22:00 3/10/2016 23:00 3/11/2016 0:00 3/11/2016 1:00 3/11/2016 2:00 3/11/2016 3:00 3/11/2016 4:00 3/11/2016 5:00 3/11/2016 6:00 3/11/2016 7:00 3/11/2016 8:00 Hs (m) Tp (s) 0.5 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 3.2 3.2 3.2 3.2 3.1 3.1 3.1 3 3 2.9 2.9 2.9 2.9 2.9 1.7 2.2 2.5 2.8 2.9 3.1 3.1 3.1 3.1 3.1 3.1 3 2.9 2.8 2.7 2.7 2.8 2.8 2.8 2.8 2.8 Dir (deg) 215 214 213 212 211 210 209 208 207 206 205 204 204 203 202 201 201 215 224 223 215 208 204 199 197 194 192 190 189 187 186 185 183 177 173 156 151 161 161 162 164 166 96 Time 3/23/2016 15:00 3/23/2016 16:00 3/23/2016 17:00 3/23/2016 18:00 3/23/2016 19:00 3/23/2016 20:00 3/23/2016 21:00 3/23/2016 22:00 3/23/2016 23:00 3/24/2016 0:00 3/24/2016 1:00 3/24/2016 2:00 3/24/2016 3:00 3/24/2016 4:00 3/24/2016 5:00 3/24/2016 6:00 3/24/2016 7:00 3/24/2016 8:00 3/24/2016 9:00 3/24/2016 10:00 3/24/2016 11:00 3/24/2016 12:00 3/24/2016 13:00 3/24/2016 14:00 3/24/2016 15:00 3/24/2016 16:00 3/24/2016 17:00 3/24/2016 18:00 3/24/2016 19:00 3/24/2016 20:00 3/24/2016 21:00 3/24/2016 22:00 3/24/2016 23:00 3/25/2016 0:00 3/25/2016 1:00 3/25/2016 2:00 3/25/2016 3:00 3/25/2016 4:00 3/25/2016 5:00 3/25/2016 6:00 3/25/2016 7:00 3/25/2016 8:00 Hs Dir Tp (s) (m) (deg) 0.5 3.4 213 0.5 3.4 211 0.5 3.3 208 0.4 3.3 206 0.4 3.2 205 0.4 3.2 203 0.4 3.2 202 0.3 3.1 198 0.3 3.1 197 0.3 195 0.3 194 0.3 2.9 188 0.3 2.9 187 0.2 2.9 187 0.2 2.9 187 0.2 2.8 187 0.2 2.8 188 0.3 2.2 222 0.3 2.5 226 0.4 2.7 227 0.5 221 0.6 3.2 218 0.6 3.3 214 0.6 3.4 210 0.5 3.4 207 0.5 3.4 204 0.5 3.4 198 0.5 3.3 195 0.5 3.3 191 0.5 3.2 186 0.5 3.2 181 0.5 3.2 164 0.5 3.1 156 0.5 3.1 149 0.5 3.1 142 0.5 3.1 135 0.5 3.1 130 0.4 3.2 144 0.4 3.2 131 0.3 3.1 132 0.3 3.1 134 0.3 3.1 137 Time 3/11/2016 9:00 3/11/2016 10:00 3/11/2016 11:00 3/11/2016 12:00 3/11/2016 13:00 3/11/2016 14:00 3/11/2016 15:00 3/11/2016 16:00 3/11/2016 17:00 3/11/2016 18:00 3/11/2016 19:00 3/11/2016 20:00 3/11/2016 21:00 3/11/2016 22:00 3/11/2016 23:00 3/12/2016 0:00 3/12/2016 1:00 3/12/2016 2:00 3/12/2016 3:00 3/12/2016 4:00 3/12/2016 5:00 3/12/2016 6:00 3/12/2016 7:00 3/12/2016 8:00 3/12/2016 9:00 3/12/2016 10:00 3/12/2016 11:00 3/12/2016 12:00 3/12/2016 13:00 3/12/2016 14:00 3/12/2016 15:00 3/12/2016 16:00 3/12/2016 17:00 3/12/2016 18:00 3/12/2016 19:00 3/12/2016 20:00 3/12/2016 21:00 3/12/2016 22:00 3/12/2016 23:00 3/13/2016 0:00 3/13/2016 1:00 3/13/2016 2:00 Hs (m) Tp (s) 0.3 0.3 0.3 0.3 0.4 0.5 0.6 0.7 0.8 0.8 0.8 0.8 0.8 0.8 0.7 0.7 0.6 0.6 0.5 0.4 0.4 0.3 0.3 0.3 0.4 0.4 0.5 0.5 0.6 0.7 0.7 0.7 0.6 0.6 0.5 0.5 0.4 0.4 0.4 0.3 0.3 0.3 2.2 2.4 2.5 2.6 2.7 3.3 3.6 3.7 3.9 3.9 3.9 3.9 3.9 3.8 3.7 3.6 3.5 3.4 3.4 3.3 3.3 3.2 2.3 2.7 3.1 3.3 3.5 3.6 3.7 3.7 3.6 3.5 3.5 3.4 3.3 3.3 3.2 3.2 3.1 Dir (deg) 196 202 196 190 189 165 143 131 128 125 126 125 124 124 123 123 123 122 123 125 126 128 130 133 223 228 222 222 207 186 167 161 160 161 159 160 155 156 157 159 162 157 97 Time 3/25/2016 9:00 3/25/2016 10:00 3/25/2016 11:00 3/25/2016 12:00 3/25/2016 13:00 3/25/2016 14:00 3/25/2016 15:00 3/25/2016 16:00 3/25/2016 17:00 3/25/2016 18:00 3/25/2016 19:00 3/25/2016 20:00 3/25/2016 21:00 3/25/2016 22:00 3/25/2016 23:00 3/26/2016 0:00 3/26/2016 1:00 3/26/2016 2:00 3/26/2016 3:00 3/26/2016 4:00 3/26/2016 5:00 3/26/2016 6:00 3/26/2016 7:00 3/26/2016 8:00 3/26/2016 9:00 3/26/2016 10:00 3/26/2016 11:00 3/26/2016 12:00 3/26/2016 13:00 3/26/2016 14:00 3/26/2016 15:00 3/26/2016 16:00 3/26/2016 17:00 3/26/2016 18:00 3/26/2016 19:00 3/26/2016 20:00 3/26/2016 21:00 3/26/2016 22:00 3/26/2016 23:00 3/27/2016 0:00 3/27/2016 1:00 3/27/2016 2:00 Hs Dir Tp (s) (m) (deg) 0.3 2.3 215 0.4 2.6 216 0.4 2.7 207 0.4 2.9 195 0.5 179 0.6 3.3 161 0.8 3.7 143 0.8 3.9 136 0.8 3.9 131 0.8 3.9 126 0.8 3.9 123 0.8 121 0.8 120 0.8 118 0.8 3.9 117 0.8 3.9 117 0.7 3.9 116 0.7 3.7 112 0.6 3.6 113 0.5 3.6 111 0.4 3.5 112 0.3 3.4 113 0.3 3.4 114 0.2 3.3 117 0.2 3.3 119 0.2 3.2 121 0.1 3.2 125 0.1 3.2 129 0.3 2.2 143 0.6 3.1 132 0.9 3.9 124 4.2 121 1.1 4.5 120 1.1 4.5 117 4.5 115 4.5 113 4.4 111 4.5 111 4.5 111 4.5 110 4.4 108 0.9 4.2 107 Time 3/13/2016 3:00 3/13/2016 4:00 3/13/2016 5:00 3/13/2016 6:00 3/13/2016 7:00 3/13/2016 8:00 3/13/2016 9:00 3/13/2016 10:00 3/13/2016 11:00 3/13/2016 12:00 3/13/2016 13:00 3/13/2016 14:00 3/13/2016 15:00 3/13/2016 16:00 3/13/2016 17:00 3/13/2016 18:00 3/13/2016 19:00 3/13/2016 20:00 3/13/2016 21:00 3/13/2016 22:00 3/13/2016 23:00 3/14/2016 0:00 3/14/2016 1:00 3/14/2016 2:00 3/14/2016 3:00 3/14/2016 4:00 3/14/2016 5:00 3/14/2016 6:00 3/14/2016 7:00 3/14/2016 8:00 3/14/2016 9:00 3/14/2016 10:00 3/14/2016 11:00 3/14/2016 12:00 3/14/2016 13:00 3/14/2016 14:00 3/14/2016 15:00 3/14/2016 16:00 3/14/2016 17:00 3/14/2016 18:00 3/14/2016 19:00 3/14/2016 20:00 Hs (m) Tp (s) 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.4 0.5 0.5 0.6 0.6 0.6 0.5 0.5 0.5 0.4 0.4 0.4 3.1 3.1 3 2.2 2.4 2.5 2.6 2.6 2.7 2.8 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.8 1.9 2.2 2.4 2.7 3.2 3.3 3.4 3.5 3.4 3.4 3.4 3.3 3.3 3.2 Dir (deg) 160 163 167 172 177 216 228 229 225 225 218 215 207 204 202 200 198 197 195 194 193 192 191 191 190 190 189 197 209 215 223 225 221 219 214 210 207 205 204 199 198 196 98 Time 3/27/2016 3:00 3/27/2016 4:00 3/27/2016 5:00 3/27/2016 6:00 3/27/2016 7:00 3/27/2016 8:00 3/27/2016 9:00 3/27/2016 10:00 3/27/2016 11:00 3/27/2016 12:00 3/27/2016 13:00 3/27/2016 14:00 3/27/2016 15:00 3/27/2016 16:00 3/27/2016 17:00 3/27/2016 18:00 3/27/2016 19:00 3/27/2016 20:00 3/27/2016 21:00 3/27/2016 22:00 3/27/2016 23:00 3/28/2016 0:00 3/28/2016 1:00 3/28/2016 2:00 3/28/2016 3:00 3/28/2016 4:00 3/28/2016 5:00 3/28/2016 6:00 3/28/2016 7:00 3/28/2016 8:00 3/28/2016 9:00 3/28/2016 10:00 3/28/2016 11:00 3/28/2016 12:00 3/28/2016 13:00 3/28/2016 14:00 3/28/2016 15:00 3/28/2016 16:00 3/28/2016 17:00 3/28/2016 18:00 3/28/2016 19:00 3/28/2016 20:00 Hs Dir Tp (s) (m) (deg) 0.8 105 0.7 3.9 107 0.5 3.8 107 0.4 3.6 109 0.4 3.5 111 0.3 3.4 113 0.3 3.4 116 0.2 3.3 120 0.3 2.4 140 0.5 132 0.7 3.5 131 0.9 130 4.3 127 4.5 125 4.4 121 4.4 116 4.3 113 4.3 111 4.3 109 4.4 108 4.5 111 4.5 111 4.4 107 0.9 4.2 106 0.8 101 0.7 3.9 103 0.5 3.8 102 0.4 3.7 103 0.3 3.6 106 0.3 3.5 108 0.2 3.4 112 0.2 3.3 117 0.2 3.2 122 0.2 3.2 132 0.3 2.1 169 0.5 2.8 146 0.8 3.6 129 0.8 3.9 123 0.8 3.9 121 0.7 3.9 120 0.7 3.9 115 0.7 3.8 113 Appendix 2: Wave computation Time 3/18/2016 11:00 3/18/2016 12:00 3/18/2016 13:00 3/18/2016 14:00 3/18/2016 15:00 3/18/2016 16:00 3/18/2016 17:00 3/18/2016 18:00 3/18/2016 19:00 3/18/2016 20:00 3/18/2016 21:00 3/18/2016 22:00 3/18/2016 23:00 3/19/2016 0:00 3/19/2016 1:00 3/19/2016 2:00 3/19/2016 3:00 3/19/2016 4:00 3/19/2016 5:00 3/19/2016 6:00 3/19/2016 7:00 3/19/2016 8:00 3/19/2016 9:00 3/19/2016 10:00 3/19/2016 11:00 3/19/2016 12:00 3/19/2016 13:00 3/19/2016 14:00 3/19/2016 15:00 3/19/2016 16:00 3/19/2016 17:00 3/19/2016 18:00 3/19/2016 19:00 3/19/2016 20:00 3/19/2016 21:00 3/19/2016 22:00 3/19/2016 23:00 3/20/2016 0:00 3/20/2016 1:00 3/20/2016 2:00 3/20/2016 3:00 3/20/2016 4:00 Measured Hs (m) 0.32 0.3 0.28 0.28 0.28 0.27 0.28 0.3 0.29 0.28 0.27 0.26 99 Computed Hs(m) 0.09 0.09 0.09 0.09 0.08 0.08 0.07 0.08 0.18 0.26 0.28 0.31 0.3 0.29 0.28 0.28 0.28 0.26 0.25 0.25 0.25 0.21 0.19 0.19 0.19 0.18 0.13 0.11 0.11 0.11 0.11 0.13 0.18 0.21 0.22 0.25 0.27 0.27 0.24 0.22 0.2 0.19 Time 3/20/2016 5:00 3/20/2016 6:00 3/20/2016 7:00 3/20/2016 8:00 3/20/2016 9:00 3/20/2016 10:00 3/20/2016 11:00 3/20/2016 12:00 3/20/2016 13:00 3/20/2016 14:00 3/20/2016 15:00 3/20/2016 16:00 3/20/2016 17:00 3/20/2016 18:00 3/20/2016 19:00 3/20/2016 20:00 3/20/2016 21:00 3/20/2016 22:00 3/20/2016 23:00 3/21/2016 0:00 3/21/2016 1:00 3/21/2016 2:00 3/21/2016 3:00 3/21/2016 4:00 3/21/2016 5:00 3/21/2016 6:00 3/21/2016 7:00 3/21/2016 8:00 3/21/2016 9:00 3/21/2016 10:00 3/21/2016 11:00 3/21/2016 12:00 3/21/2016 13:00 3/21/2016 14:00 3/21/2016 15:00 3/21/2016 16:00 3/21/2016 17:00 3/21/2016 18:00 3/21/2016 19:00 3/21/2016 20:00 3/21/2016 21:00 3/21/2016 22:00 3/21/2016 23:00 Measured Hs (m) 0.3 0.3 0.3 0.29 0.28 0.27 100 Computed Hs(m) 0.18 0.17 0.15 0.14 0.14 0.12 0.1 0.09 0.09 0.09 0.09 0.08 0.06 0.15 0.25 0.31 0.35 0.37 0.36 0.33 0.29 0.27 0.23 0.22 0.19 0.18 0.16 0.15 0.14 0.14 0.12 0.11 0.11 0.07 0.06 0.06 0.07 0.07 0.13 0.21 0.25 0.26 0.29 Time 3/22/2016 0:00 3/22/2016 1:00 3/22/2016 2:00 3/22/2016 3:00 3/22/2016 4:00 3/22/2016 5:00 3/22/2016 6:00 3/22/2016 7:00 3/22/2016 8:00 3/22/2016 9:00 3/22/2016 10:00 3/22/2016 11:00 3/22/2016 12:00 3/22/2016 13:00 3/22/2016 14:00 3/22/2016 15:00 3/22/2016 16:00 3/22/2016 17:00 3/22/2016 18:00 3/22/2016 19:00 3/22/2016 20:00 3/22/2016 21:00 3/22/2016 22:00 3/22/2016 23:00 3/23/2016 0:00 3/23/2016 1:00 3/23/2016 2:00 3/23/2016 3:00 3/23/2016 4:00 3/23/2016 5:00 3/23/2016 6:00 3/23/2016 7:00 3/23/2016 8:00 3/23/2016 9:00 3/23/2016 10:00 3/23/2016 11:00 3/23/2016 12:00 3/23/2016 13:00 3/23/2016 14:00 3/23/2016 15:00 Measured Hs (m) 101 Computed Hs(m) 0.27 0.25 0.21 0.2 0.17 0.17 0.17 0.15 0.14 0.13 0.11 0.1 0.1 0.08 0.07 0.07 0.08 0.06 0.06 0.07 0.18 0.26 0.3 0.32 0.31 0.29 0.28 0.25 0.23 0.2 0.2 0.18 0.18 0.17 0.14 0.13 0.13 0.13 0.1 0.09 ... guarantee the work which is being presented in this thesis entitled, ? ?Research on hydrodynamics to serve layout design of beach nourishment project for the Mui Nai beach, Ha Tien, Kien Giang province? ??... with the theme: "Research on hydrodynamics to serve layout design of beach nourishment project for the Mui Nai beach, Ha Tien, Kien Giang Province" The research aims to identify an overall picture... for the study area Chapter Beach nourishment criteria and design beach nourishment for the Mui Nai beach Chapter Design beach nourishment in combination with submerged geo-tubes for the Mui Nai