Sandfilling Sample Clauses

Sandfilling. Sandfilling was assumed to be conducted without the groynes (see Section 2.1.3 for details of the groynes) in the model. This will give more conservative results since in reality it will be conducted after the construction of the groynes. For the sandfilling at the beach area on land above the high water level, dozers will be used. It is anticipated that about 1/2 area of the sandfilling work will be conducted on land above the high water level, whereas approximately 1/2 area might be exposed to water during high water condition. Number of Plants – One sandfilling barge will be used for sandfilling of sand materials onto the intertidal area of the proposed beach development works. The sand materials will be placed onto the sandfilling area via a conveyor belt installed on barge extends to the area. Onshore filling will be conducted by end-tipping. Working Time – The marine works for sandfilling will be completed in 3 to 4 months. It is anticipated that the filling operation will last about 2 months and the marine transportation between the sand loading point and the Project site will take about 1 month. Filling Rate – It is estimated that 37,500 m3 of sandfilling material (sand) will be required for the project. However, in order simulate a worse scenario, the proposed allowable maximum filling rate is 1,000 m3 day-1 with a continuous filling operation of 3 hrs per day. Loss Rate – The sandfilling material (yellowish xxxxx sand) will be imported from Shajao of Pearl River Delta and is primarily sand grains with D50 of 0.2 to 0.5mm. The fine particles (silt) content is anticipated to be less than 1%. Dry density is assumed to be 1,600 kg m-3. By assuming 10% of sandfilling material will be lost to the water column, the loss rate is calculated as 0.15 kg s-1, continuously released within 3 hours per day. Location of Filling – Sandfilling will be conducted without two groynes. Sandfilling will be conducted within the same area as for dredging. This again would give conservative results since the design sandfilling area would not be beyond the groynes. According to the Port Works Design Manual Part 5 Guide to Design of Beaches published by CEDD, the settling velocity of the proposed sand grains is much higher than that of the fine particles (mud) due to their significant size difference. Even when the sand grains are in suspension, they are still close to the seabed because of the relative high settling velocity. It is considered that the modelling for the san...
Sample 1
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