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HULHULE-MALE’ BRIDGE PROJECT

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EIA for the proposed Hulhule-Male’ Bridge Project<br />

Figure 4.42: Select images showing reef flat at Raalhugandu area ............................................ 103<br />

Figure 4.43: Select images showing sea bed at the channel near Raalhugandu area .................. 104<br />

Figure 4.44:Select images showing reef flat along south eastern side of Hulhule’ .................... 105<br />

Figure 4.45: Select images showing seabed at channel near Hulhule’ ....................................... 106<br />

Figure 4.46: Select images showing Maldives Victory dive site, stressed from sedimentation . 107<br />

Figure 4.47: Football pitch at Adi park ....................................................................................... 111<br />

Figure 4.48: Adi park area .......................................................................................................... 111<br />

Figure 4.49: Parks and recreational areas in the vicinity of the project site ............................... 112<br />

Figure 4.50: Regional distribution map of historical earthquakes ............................................. 114<br />

Figure 4.51: Earthquake structure area and its simulation fault line resource ........................... 115<br />

Figure 4.52: The affected area and wave height in Male’ during 2004 tsunami ........................ 116<br />

Figure 4.53: Water level recordings from the tide gauge at Hulhulé’ indicating the wave height<br />

of tsunami 2004........................................................................................................................... 117<br />

Figure 4.54: Population of Male’ between 1985- 2014 .............................................................. 118<br />

Figure 4.55: Population of Male’ by ward, 2000-2014 .............................................................. 119<br />

Figure 4.56: Population Pyramid for Male’, 2006 ..................................................................... 121<br />

Figure 4.57: Change in employment by industry, 2006 and 2010 .............................................. 124<br />

Figure 4.58: Employment by industry for Male’, 2007 .............................................................. 124<br />

Figure 4.59: Number of Living quarters in Male’ from 1985 to 2014 ....................................... 126<br />

Figure 4.60: Income levels of residents in Male’ area (in MVR). .............................................. 129<br />

Figure 6.1: Flow Regime at flood and ebb tide before and after the Construction..................... 144<br />

Figure 6.2 Variation Diagram of Flow Velocity after the Bridge Construction ......................... 145<br />

Figure 6.3 Model of Submarine Topography ............................................................................. 148<br />

Figure 6.4 Model of Bridge ........................................................................................................ 148<br />

Figure 6.5 Model of Main Pier for Grand Bridge ....................................................................... 149<br />

Figure 6.6 Lateral Wave Propagation Picture of Male Island Before Construction of Bridge ... 150<br />

Figure 6.7: Lateral Wave Propagation Picture of Male Island After Completion of the Bridge 151<br />

Figure 6.8: Wave Height Comparison at Different Locations Behind the Bridge Location (Wave<br />

for Two Year Return Period on Designed High Water Level ) .................................................. 151<br />

Figure 6.9: Wave Height Comparison at Different Locations Behind the Bridge Location (Wave<br />

for Two Year Return Period on Designed low Water Level ) .................................................... 152<br />

Figure 6.10: Effect diagram for the project ................................................................................ 161<br />

Figure 6.11: Distribution of horizontal sound field .................................................................... 163<br />

Figure 6.12 Distribution of vertical sound field in K0+015 section at daytime ......................... 164<br />

Figure 6.13 Distribution of vertical sound field in K0+015 section in nighttime ...................... 164<br />

Figure 6.14 Sketch of prediction points ...................................................................................... 165<br />

Figure 6.15: The distribution diagram of predicted annual average concentration of NO2 ....... 173<br />

Figure 6.16: The distribution diagram of predicted hourly average concentration of NO2 ....... 174<br />

Figure 6.17: The distribution diagram of predicted hourly average concentration of CO ......... 175<br />

Prepared by: CDE Consulting & China Shipping Environment Technology<br />

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