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Wave generation models and example calculations (shallow water) cos 2 ( α) ⎡ ⎛ ⎞⎤ 2k ⋅ ⋅d 8⋅⎢1 − ⎜ ⎥ ⎣ ⎝ sinh( 2⋅k⋅d) ⎠⎦ = α = cusp locus angle 2 ⎛ 2k ⋅ ⋅d 3 − ⎞ ⎜ sinh( 2⋅k⋅d) ⎝ 2⋅π k = wave number λ ⎠ at F = 1, V = C = C g = gd ⋅ and α = 90⋅deg at F > 1, only diverging waves exist and transverse waves are no longer generated α = asin ⎛ ⎜ ⎝ gd ⋅ V ⎞ ⎠ V⋅cos( θ) ⎛ ⎞ ⎛ ⎞ gT ⋅ ⎜ ⎝ 2⋅π ⎠ tanh 2⋅π⋅d = ⎜ general relation, V, θ, d, and T ⎝ VT ⋅ ⋅cos( θ) ⎠ 2of10 Peratrovich, Nottingham and Drage, Inc.
Wave generation models and example calculations ref. Sorensen, R.M., 1989. "Port and Channel Bank Protection from Ship Waves," Proc., Ports '89, ASCE, pp. 393-401 ⋅⎡ ⎣ ⎤ ⎦ θ = 35.3 1 − e 12⋅( F−1) θ = wave propogation direction ⎛ ⎝ ⎞ ⎠ gC ⋅ ⋅T C = ⋅tanh⎜ 2⋅π⋅d = V⋅cos( θ) (requires trial and error solution for T) 2⋅π CT ⋅ Unconstricted channels, deep water: (from Gates and Herbich 1977) H max = 1.11⋅ ⎛ ⎜ ⎝ K w ⋅B L e ⎞ ⎠ ⋅ V 2 2g ⋅ ⎛ ⎜ ⎝ ⋅ 2N ⋅ + 3 2 ⎞ ⎠ − 1 3 distance from the sailing line to channel bank x = 2V ⋅ 2 g ⋅ ⎛ ⎜ ⎝ 2N ⋅ ⎞ 3 + 2 ⎠ ⋅π 3 ⋅sin( 19.467⋅deg) B = ship beam L e = the distance from the ship bow back to midship = LWL/2 N = the cusp number = 1, 2, 3... K w = coefficient (function of ship waterline length, LWL, and ship speed V) = -6.2(V/(LWL) 1/2 ) + 72 for V/L 1/2 < 0.95 = 1.13 for V/(LWL) 1/2 > 1.0 Canal (from Blaauw et al 1984): H max = Ad ⋅ ⋅ S = distance from the ship's side to the channel bank A = a coefficient for ship type and loading = 0.8 (pushing type) = 0.35 (empty pushing type and tugboat) = 0.25 (conventional European inland vessel) ⎛ ⎜ ⎝ S d ⎞ ⎠ − 0.33 ⎛ ⎜ ⎝ V gd ⋅ ⎞ ⎠ 2.67 3of10 Peratrovich, Nottingham and Drage, Inc.
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FINAL ENVIRONMENTAL IMPACT STATEMEN
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APPENDICES GLACIER BAY N ATIONAL PA
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National Park Service, Interior §
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APPENDIX B Glacier Bay National Par
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• Using, possessing, storing, or
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park road prior notification of tra
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The intent of these requirements is
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2.17(c)(1) Removal of downed aircra
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4.21(b)-(c) Speed limits-designatio
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• Fuel caches will be stored at l
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• The landmass between Margerie G
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• A private boater may apply for
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• The discharge of “blackwater
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This compendium is approved and res
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Appendix B, Areas Closed to Overnig
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Appendix D: Maps and Charts of Glac
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APPENDIX C Acoustics Memorandum
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1.0 ACOUSTIC CONCEPTS AND TERMINOLO
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1.2.3 Levels of Tones A tone is a s
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The terms phase, phase difference,
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Lr = L s - 20 log R where Lr is the
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larger volume than would have been
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Many assumptions must be made to pr
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e 1• Pa, approximately 80 dB abov
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Intensity discrimination may be imp
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and Dahlheim 2001). It is suggested
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8-hr measurement periods was due pr
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Malme, C. I., P. R. Miles, C. W. Cl
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APPENDIX D Air Emissions Calculatio
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The basic equations used for the ca
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Average Power Ratings (kW) and Load
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Existing Conditions Speed Assumptio
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Baseline Cruise Ship Emissions- 200
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Summary of Baseline Cruise Ship Emi
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Estimated Cruise Ship Emissions Und
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Summary of Estimated Cruise Ship Em
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ESTIMATED CUMULATIVE EMISSIONS EMIS
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EMISSIONS FROM DIESEL GENERATORS AT
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Matrix To Identify Glacier Bay Admi
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Have adverse effects on properties
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LOCAL CATEGORIES Year Local Categor
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GENERAL PERMIT VISITOR USE DAYS BY
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Private Vessel Characteristics of P
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Lengths of Private Vessels Entering
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Dundas Bay Vessel Traffic Documente
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TABLE 1: GUIDING PROPERTIES OF EFFE
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TABLE 3: PROBABLE SPILL SCENARIOS -
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DRAFT Technical Memorandum Vessel W
Page 144 and 145: Figures Figure 1 Passing Boat's Wak
Page 146 and 147: 3 BACKGROUND This section provides
Page 148 and 149: were analyzed to determine their ap
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Page 152 and 153: • evaluating Gustavus, Alaska win
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Page 156 and 157: near protecting islands, wave growt
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Page 160 and 161: TABLE 2NUMBER OF OBSERVATIONS WHEN
Page 162 and 163: vessel wakes in comparison to the n
Page 164 and 165: FIGURE 8WAVE ENERGIES RELATED TO TH
Page 166 and 167: Site Beach potential 5 Assigned Sit
Page 168 and 169: TABLE 7SUBSTRATE TYPES AND SLOPE FO
Page 170 and 171: Site 7 The average material size fo
Page 172 and 173: degrees. The minimum slope is 4 deg
Page 174 and 175: Site 4 Site 4 is generally a cobble
Page 176 and 177: negligible. Therefore, this site ha
Page 178 and 179: There are many waterway users that
Page 180 and 181: • Requiring vessels to stay farth
Page 182 and 183: Tide cycle of June 12, 2002 and dat
Page 184 and 185: 8 REFERENCES Alaska Sea Atlas Websi
Page 187 and 188: VICINITY MAP GUSTAVUS, ALASKA JUNEA
Page 190 and 191: assigned Gustavus probabilities sum
Page 192 and 193: Memorandum To: File Project No.: 02
Page 196 and 197: Wave generation models and example
Page 204 and 205: GPS Way Point Log Cruise of Spirit
Page 218 and 219: Memorandum To: File Project No.: 02
Page 220 and 221: Wind Rose Page 1 of 2 Database: TDF
Page 222 and 223: Juneau (radial bands indicate 10 kn
Page 224 and 225: Wind Rose Page 2 of 3 Please Read I
Page 226 and 227: Cordova (radial bands indicate 10 k
Page 228 and 229: Wind Rose Page 2 of 2 The following
Page 230 and 231: Wind Rose Page 1 of 2 Database: TDF
Page 232: Memorandum To: File Project No.: 02
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Memorandum To: File Project No.: 02
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H MO1 := 0.13 H MO2 := 0.68 H MO3 :
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Winds from 200, 260 and 340 deg Win
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Example 2 Wave analysis of site 11
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Winds from 200 degrees From the win
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m 2 := H MO2 2 P2 hr ⋅ ⋅24⋅36
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CoastWalkers Polygon Table Listed b
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TABLE 1: ALTERNATIVE 1 - POTENTIAL
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APPENDIX I 43 Code of Federal Regul
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easonable date by which aircraft re
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APPENDIX J Consultation Corresponde
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APPENDIX L Essential Fish Habitat A
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RESPONSE TO PUBLIC COMMENTS ON THE
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General Response Number 3. The Park
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Response to Public Comments Include
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Oman, Maryellen....................
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4 NUMBER RESPONSE F1-3 The FEIS inc
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8 NUMBER RESPONSE S1-02 The Park Se
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12 NUMBER RESPONSE S1-07 The refere
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16 Grouping: Native Corporation or
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20 NUMBER RESPONSE N1-5 The Park Se
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24 NUMBER RESPONSE N2-2 The issue o
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28 NUMBER RESPONSE N3-3 This provis
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32 NUMBER OR1-2 OR1-3 OR1-4 OR1-5 O
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36 NUMBER OR2-1 RESPONSE Each alter
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44 NUMBER RESPONSE OR4-02 Please se
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60 NUMBER OR4-09 RESPONSE A major s
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72 NUMBER OR5-05 RESPONSE Public co
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106 NUMBER RESPONSE B1-2 The effect
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