HULHULE-MALE’ BRIDGE PROJECT

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EIA for the proposed Hulhule-Male’ Bridge Project (3) Applicability on aviation height limit The bridge is located within proximity to the airport where aviation height limits are in place. The nearer it is to the airport, the stricter the imposed aviation height limit becomes. If the newly-constructed airport runway is put into use before the bridge is open for traffic, the aviation height limit within the scope of the deep water area will be 45 m. The imposed height restrictions will limit the construction design to the following type of bridge schemes; beam bridge, arch bridge, steel truss girder and cable-stayed bridge. The spanning capability of this type of bridge is limited; and the length of the main bridge span is inadvisable to exceed 250 m. If the newly-constructed airport runway is not open for use before the bridge is open to traffic, all the permanent structures of the bridge must meet the minimum requirements of the aviation height limit. Corresponding to the existing airport runway, with a scope of 320 m adjacent to the deep water area of the airport side, the aviation height limit will be 45 m. The construction of a cable bent tower, using arch type ring, using a truss type and other such structures which needs to be set on the edge of the deep groove on the airport side will not be allowed, as it will fall within the scope of the aviation height limits of the airport. (4) Applicability on channel navigation requirement Male’ is located in North Male atoll and there are 3 natural channels nearby which allows the flow of traffic in and out from the atoll. Maldives government has clearly stated that, upon completion of the bridge, larger ships will not be allowed to pass through Gaadhoo Koa. Based on the results of the industrial feasibility stage, the navigation clearance height of Gaadhoo Koa is determined to be at 70 m wide and 12 m high (a double-hole one-way navigation). The structural dimension of the pier is considered while a certain safety distance is also reserved from both sides of the channels. It is inadvisable for the spanning length of the navigation hole for the main bridge to be less than 120 m. In addition, based on previous experiences, the economic values associated with the spanning length of various bridge types are known. For bridges with 120~250 m length of span, the beamtype bridge, extradoses cable-stayed bridge, truss bridge and anchor bridge are all more economic. Prepared by: CDE Consulting & China Shipping Environment Technology Page|201
EIA for the proposed Hulhule-Male’ Bridge Project (5) Consideration on bridge landscape The scenery in the Maldives is picturesque, as if a garland of pearls is scattered across the Indian Ocean. The bridge structure should appear in the form of a simple, fluent and elegant structural type. It should be coordinative and harmonious with the surrounding environment, as not to cause any influence on the natural landscape. 7.3.2 Introduction to Bridge Scheme The specific comparison and selection for the bridge span is mainly based upon the depth of the deep channel covered by the main bridge. The comparison and selection was done between three different span lengths, namely; 125 m, 142 m, and 180 m, with regard to a beam-type bridge scheme (as shown in Figure 7.3). Comparisons are done in terms of costs, influence on construction period and landscape effect between different span lengths and different deep-water foundation quantities for similar bridge types. Prepared by: CDE Consulting & China Shipping Environment Technology Page|202
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ENVIRONMENT IMPACT ASSESSMENT FOR T
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EIA for the proposed Hulhule-Male
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3 POLICY AND LEGAL FRAMEWORK EIA fo
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l\--:t! @F "lthh-l*n'- Alw.ta l.ktv
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a\-aall s.\a-t 'Ohishin- - Al*rF X.
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Xlr "Ohl6hin' - Anx.t'i t.k ivian,
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73°27'15"E 73°27'30"E 73°27'45"E
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Bridge Project preliminary work pla
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4°10'40"N !. 73°31'0"E #0 G3 !. !
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-474 -520 -555 -216 -243 -224 -53 -
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Maldives Transport and Contracting
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POSITION HELD : Project Manager PRO
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PROJECT NAMES : EIA for City viaduc
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Experience in Consultancy • Septe
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• March 2010: Prepared the beach
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MOHAMED FAIZAN PERSONAL DETAILS Add
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DR. SIMAD SAEED CURRICULUM VITAE (C
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Date: Dec 2000 - March 2001 Locatio
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Date: 2011 Client: North Province O
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Date: 2006 Location Maldives Client
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11. TRAINING, CONFERENCES AND WORKS
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UNEP/SACEP/JNU Workshop on Framewor
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NASHIYA SAEED CURRICULUM VITAE 1. P
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Year: 2014 Location: Maldives Islan
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Location: Maldives Islands visited:
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Mohamed Ali ID #: A 094918 National
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PERSONAL DETAILS Name in Full : Ali
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-Operate digital cameras and downlo
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WORKSHOPS / SHORT-TERM TRAININGS AT
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Shahdha M.Nicosia- 1F , Miriyaas Ma
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Professional Development and Member
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EMPLOYMENT RECORDS Date: Location C
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TRAININGS, CONFERENCES AND WORKSHOP
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APPENDIX L - Declaration and Commit
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B. GENERAL PUBLIC QUESTIONNAIRE Thi
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HULHULE-MALE’ BRIDGE PROJECT

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