HULHULE-MALE’ BRIDGE PROJECT

Recommendations

Info

EIA for the proposed Hulhule-Male’ Bridge Project 4.2.3 Currents Currents that affect the reef pass can be caused by tidal currents, wind-induced currents and wave-induced currents. It is presumed that generally current flow through the country is defined by the two-monsoon season winds. Westward flowing currents are dominant from January to March with the change in current flow pattern taking place in April and December (Kench et. al, 2006). In April the westward currents become weak while the eastward currents start to take over. In December the eastward currents are weak with the westward currents becoming more prominent. Hence, currents within the site are very likely to be heavily influenced by the monsoons. Current measurements were undertaken at the site during field visits between 5 and 6 April 2015 (SW monsoon transition period) for two days for a 24 hour period. Generally, long term studies are required to establish the prevailing site specific current patterns. However, due to time limitations of the present study a snapshot assessment was undertaken. Current loggers have been deployed but the data will be available later and in time for the engineering team. Based on the results, current flow resulting from monsoonal winds was relatively weaker with in Gaadhoo Koa. Instead, it was largely controlled by tidal flows. Figure 4.9 and Figure 4.10 shows the water level changes, vertical layered flowing vector, flow direction and mean flow speed at the two surveyed locations. It may be observed that within 2 hours after low tide and high tide when the flow speed of rising and falling tide is greater, the flow speed from surface layer to bottom layer presents and descending tendency. However, the difference of flow direction between surface layer and bottom layer is not great. During actual measurement period, the vertical mean flow speed at two 1# and 2# points is less than 0.70 m/s. (a) Layered Flowing Vector Prepared by: CDE Consulting & China Shipping Environment Technology Page| 65
EIA for the proposed Hulhule-Male’ Bridge Project 流速 (m/s) 0.60 0.50 0.40 0.30 0.20 0.10 1# 流速流向 450 400 350 300 250 200 150 100 50 0 流向 (°) 0.00 -50 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 0:00 1:00 2:00 3:00 4:00 5:00 6:00 7:00 8:00 9:00 10:00 11:00 12:00 13:00 时间 (b) Flow direction and mean flow speed in vertical direction Figure 4.9: Flow direction process of mean flow speed for layered and vertical line at 1 # survey point (a) Layered flowing vector 0.80 2# 400 流速 (m/s) 0.70 0.60 0.50 0.40 0.30 0.20 0.10 流速流向 350 300 250 200 150 100 50 流向 (°) 0.00 0 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 0:00 1:00 2:00 3:00 4:00 5:00 6:00 7:00 8:00 9:00 10:00 11:00 12:00 13:00 时间 (b) Flow direction process for mean flow speed in vertical direction Figure 4.10: Flow direction process of mean flow speed for layered and vertical line at #2 survey point Prepared by: CDE Consulting & China Shipping Environment Technology Page| 66
Page 2 and 3:
ENVIRONMENT IMPACT ASSESSMENT FOR T
Page 4 and 5:
EIA for the proposed Hulhule-Male
Page 6 and 7:
Page 8 and 9:
Page 10 and 11:
Page 12 and 13:
Page 14 and 15:
Page 16 and 17:
Page 18 and 19:
Page 20 and 21:
Page 22 and 23:
Page 24 and 25:
Page 26 and 27:
Page 28 and 29:
Page 30 and 31:
Page 32 and 33:
Page 34 and 35:
Page 36 and 37:
Page 38 and 39:
Page 40 and 41:
Page 42 and 43: EIA for the proposed Hulhule-Male
Page 66 and 67: 3 POLICY AND LEGAL FRAMEWORK EIA fo
Page 142 and 143:
Page 144 and 145:
Page 146 and 147:
Page 148 and 149:
Page 150 and 151:
Page 152 and 153:
Page 154 and 155:
Page 156 and 157:
Page 158 and 159:
Page 160 and 161:
Page 162 and 163:
Page 164 and 165:
Page 166 and 167:
Page 168 and 169:
Page 170 and 171:
Page 172 and 173:
Page 174 and 175:
Page 176 and 177:
Page 178 and 179:
Page 180 and 181:
Page 182 and 183:
Page 184 and 185:
Page 186 and 187:
Page 188 and 189:
Page 190 and 191:
Page 192 and 193:
6.5.2.6 Evaluation on noise impact
Page 194 and 195:
Page 196 and 197:
Page 198 and 199:
Page 200 and 201:
Page 202 and 203:
Page 204 and 205:
Page 206 and 207:
Page 208 and 209:
Page 210 and 211:
Page 212 and 213:
Page 214 and 215:
Page 216 and 217:
Page 218 and 219:
Page 220 and 221:
Page 222 and 223:
Page 224 and 225:
Page 226 and 227:
Page 228 and 229:
Page 230 and 231:
Page 232 and 233:
Page 234 and 235:
Page 236 and 237:
Page 238 and 239:
Page 240 and 241:
Page 242 and 243:
Page 244 and 245:
Page 246 and 247:
Page 248 and 249:
Page 250 and 251:
Page 252 and 253:
Page 254 and 255:
Page 256 and 257:
In Male’ City, the emergency cont
Page 258 and 259:
Page 260 and 261:
Page 262 and 263:
Page 264 and 265:
Page 266 and 267:
Page 268 and 269:
Page 270 and 271:
Page 272 and 273:
Page 274 and 275:
Page 276 and 277:
Page 278 and 279:
Page 280 and 281:
Page 282 and 283:
Page 284 and 285:
Page 286 and 287:
l\--:t! @F "lthh-l*n'- Alw.ta l.ktv
Page 288 and 289:
a\-aall s.\a-t 'Ohishin- - Al*rF X.
Page 290 and 291:
Xlr "Ohl6hin' - Anx.t'i t.k ivian,
Page 294:
73°27'15"E 73°27'30"E 73°27'45"E
Page 298:
Page 302 and 303:
Bridge Project preliminary work pla
Page 304:
4°10'40"N !. 73°31'0"E #0 G3 !. !
Page 307 and 308:
Page 309 and 310:
Page 312:
-474 -520 -555 -216 -243 -224 -53 -
Page 320 and 321:
Page 322 and 323:
Page 324 and 325:
Page 326 and 327:
Page 328 and 329:
Page 330 and 331:
Page 332 and 333:
Page 334 and 335:
Page 336 and 337:
Page 338 and 339:
Page 340 and 341:
Page 342 and 343:
Maldives Transport and Contracting
Page 344 and 345:
Page 346 and 347:
Page 348 and 349:
Page 350 and 351:
Page 352 and 353:
Page 354 and 355:
Page 356 and 357:
Page 358 and 359:
Page 360 and 361:
Page 362 and 363:
Page 364 and 365:
POSITION HELD : Project Manager PRO
Page 366 and 367:
PROJECT NAMES : EIA for City viaduc
Page 368 and 369:
Page 370 and 371:
Page 372 and 373:
Page 374 and 375:
Page 376 and 377:
Experience in Consultancy • Septe
Page 378 and 379:
• March 2010: Prepared the beach
Page 380 and 381:
MOHAMED FAIZAN PERSONAL DETAILS Add
Page 382 and 383:
DR. SIMAD SAEED CURRICULUM VITAE (C
Page 384 and 385:
Date: Dec 2000 - March 2001 Locatio
Page 386 and 387:
Date: 2011 Client: North Province O
Page 388 and 389:
Date: 2006 Location Maldives Client
Page 390 and 391:
11. TRAINING, CONFERENCES AND WORKS
Page 392 and 393:
UNEP/SACEP/JNU Workshop on Framewor
Page 394 and 395:
NASHIYA SAEED CURRICULUM VITAE 1. P
Page 396 and 397:
Year: 2014 Location: Maldives Islan
Page 398 and 399:
Location: Maldives Islands visited:
Page 400 and 401:
Mohamed Ali ID #: A 094918 National
Page 402 and 403:
PERSONAL DETAILS Name in Full : Ali
Page 404 and 405:
-Operate digital cameras and downlo
Page 406 and 407:
WORKSHOPS / SHORT-TERM TRAININGS AT
Page 408 and 409:
Shahdha M.Nicosia- 1F , Miriyaas Ma
Page 410 and 411:
Professional Development and Member
Page 412 and 413:
EMPLOYMENT RECORDS Date: Location C
Page 414 and 415:
TRAININGS, CONFERENCES AND WORKSHOP
Page 416 and 417:
APPENDIX L - Declaration and Commit
Page 418 and 419:
Page 420 and 421:
Page 422 and 423:
B. GENERAL PUBLIC QUESTIONNAIRE Thi
Page 424:
show all

HULHULE-MALE’ BRIDGE PROJECT

You also want an ePaper? Increase the reach of your titles

Delete template?

Save as template?