珠江口东平海域海采工程后泥沙蚀淤趋势预测研究

通过收集和实测到的研究区水位、潮位、潮流验证、沉积物类型和粒度参数、水深地形、风、径流值等边界条件,运用泥沙运动控制方程、泥沙再悬浮及再沉积方程,进行了工区泥沙运移相关参数的计算和模拟分析,并预测了工程实施后,工区内、外动力作用的程度和泥沙的蚀淤趋势发展。结果表明：开采区海采项目结束后,其淤积速度自NE 2～5 cm/...

Sedimentary Process Simulation after Dongping Mining Engineering at Pearl River Mouth

This paper presents a data based study of water level, tide level, tidal currents, sediment type and sediment grain size, winds, runoff, subaqueous bedforms and so on including the application of ECOMSED model to analyze related sediment transporting parameters and forecast hydrodynamic condition and sedimentary processes in the study area. The results showed that sedimentary processes decreased from a rate of 2~5cm/a in northeast to 0.2~0.5cm/a in southwest. In particular, the sedimentation rate  got to 5~10cm each year at the northeast of the study area because it is closed to the Pearl River Mouth and easy to get sediment supply from the river mouth. However, the depositional depth was only 0.2~0.5 cm each year at southeast and southwest of the area because tidal currents played a great role in sediment transport in this area. Suspended sediment concentration increased 42.5 mg/L at most in one tidal period. Along coasts, suspended sediment of 10mg/L could be transported to 3.0 km away at E W and 2.2 km away at S N. Around  offshore area, suspended sediment of 10 mg/L could be taken to 1.7 km away at E W and 1.6 km away at S N. The largest erosional  rate was 10 cm/a and the largest depositional rate was 13 cm/a at the Pearl River Mouth. Furthermore, the exploitation of sea sand has affected  the deposition and erosion near the sea area of engineering and had no obvious influence in the Pearl River mouth and coastal area. According to calculation, if a 10m deep pit was excavated at the water area with the depth of 30~60 m, the exploitation area would need 200 years or longer to restore original topography at a sedimentation rate  of 0.2~5 cm/a.