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Flood storage:
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construct of flood storage tank / pond upstream or retardation pond along the relevant sections of the river;
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Flood diversion: |
construct of a floodway to divert significant amount of rainwater away from the overflowed river; and |
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River modification works: |
such as river widening, elevation of river embankment and desilting works to increase the sectional area and hence the drainage capacity of the river.
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Flood Prevent Measures |
Effect on Flood Prevention |
Limitation |
Recommendation |
River modification works |
Significant |
Require additional land along the river |
A combination of river widening, deepening and raising of river embankment is recommended |
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Flood Storage Pond along the river |
Low – cannot attain the drainage capacity of a 50-year return period if use alone |
Require additional land along the river |
Could be used in conjunction with river modification works |
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Flood Storage Tank at upstream |
Low/medium – cannot attain the drainage capacity of a 50-year return period if use alone
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Involve construction works outside the relevant section of Shenzhen River; impacts on ecological resources and land resumption implication could be significant |
Not recommended for this Project |
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Flood Diversion to outer tributaries |
Significant |
Involve construction works outside the relevant section of Shenzhen River; expensive; may involve change of landuse; impacts on ecological resources and land resumption implication could be significant |
Not recommended for this Project |
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Option A:
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The existing profile of the concerned section of the Shenzhen River will be maintained as far as practical and massive excavation, dredging or filling will be avoided. Different designs such as trapezoidal, vertical or compound channel will be used with reference to the existing conditions. The centerline of the concerned section of the Shenzhen River will be about 4.5 km in length and a flood retardation pond will be constructed with a storage capacity of 80,000 m3. The river side slope will be at the ratio of 1:1.2 to 1:1.5 and the standard bottom width of the riverbed will be in a range of 14 to 32m.
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Option B: |
The concerned sections of the Shenzhen River will be straightened and widened. The centerline of the concerned section of the Shenzhen River will be about 4.5 km in length and a flood retardation pond will be constructed with a storage capacity of 80,000 m3. The regulation works will mainly in the form of trapezoid open channel with side slope at the ratio of 1: 3. The standard bottom width of riverbed will be in a range of 14 to 16m.
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The tables below provide an evaluation of the design options and the environmental benefits and dis-benefits of the options. Option A was chosen as the preferred option.
Issue / Criteria |
Option A |
Option B |
Preferred Option |
Land Requirement |
29 ha of which 44% in Shenzhen side and 56% in Hong Kong side |
31 ha of which 41% in Shenzhen side and 59% in Hong Kong side |
Option A |
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Environmental Consideration -
Ecological Friendly Design |
Minimize the alteration of the existing river alignment; provides diversified river and riparian habitats to support the local ecology along the modification section |
Widening, straightening and sectional modification of the relevant river section; will provide similar river and riparian habitats along the modification section |
Option A |
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Environmental Consideration - Fill Balance |
About 0.508 Mm3 surplus materials required off-site disposal |
About 0.508 Mm3 surplus materials required off-site disposal |
No significant difference (but less earthwork for Option A) |
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Environmental Consideration - Air and Noise Impacts during Construction |
Less construction plants needed and hence less air and noise impacts during construction |
More construction plants needed and hence more air and noise impacts during construction |
Option A |
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Environmental Consideration - Landscape and Visual Impacts |
Minimize the alternation of the river and hence preserve the existing landscape character area. |
Extensive modification works will cause permanent loss of existing landscape character area |
Option A |
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Management and Maintenance during operation |
Management and maintenance would be simple and in low costs |
Management and maintenance would be simple and in low costs |
Same |
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Cost |
586.9 million |
608.8 million |
Option A |
Options |
Environmental Benefits |
Environmental Dis-Benefits |
A |
- Follow the existing alignment as much as possible and hence preserve the existing landscape character better
- Less earthworks (excavation and fill) required and thus use less construction plant and hence less dust and noise impact
- Smaller land requirement area which means less direct impact on existing habitat
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- Will disturb the existing habitat but the impact will be localised
- Nuisance during construction period but will be mitigatable
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B |
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- Will disturb the existing habitat but the impact will be localised
- Nuisance during construction period but will be mitigatable
- More earthworks required
- Use more construction plant and hence more dust and noise impact
- More habitat loss
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