commune
发表于 2025-3-23 11:33:31
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直言不讳
发表于 2025-3-23 15:33:44
Shoreline Changes Induced by a Submerged Groin System,erosion control, is presented. The approach is based on three numerical models: a linear wave propagation model, a wave-induced circulation and sediment transport model, and a one-line model for the prediction of shoreline evolution. The wave model is based on the hyperbolic-type mild-slope equation
石墨
发表于 2025-3-23 18:59:27
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险代理人
发表于 2025-3-24 00:48:48
,Configuration Dredging — An Alternative to Groynes & Offshore Breakwaters,new channel for a port, where the commercial value of the port is high and the designers of the port are not aware that a localised deepening of the seabed can dramatically change the direction of waves passing over the dredged hole. Projects involving such ‘errors’ are rarely publicised. However, i
清晰
发表于 2025-3-24 04:08:53
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EVEN
发表于 2025-3-24 07:16:52
,‘Soft’ Solutions for Beach Protection and Revival along the Herzliya Eroded Beaches, Central Israel its 190 km long coast having some 50 sites with artificial structures such as harbours, marinas, cooling basins, detached breakwaters, groins, sea walls, and so on. This large disproportionately large number should be seen as the result of a basic misunderstanding of the coastal environment on the
ICLE
发表于 2025-3-24 12:47:42
Field Experiments in Relation to a Gravity-Drained System as a Soft Shore Protection Measure,urs under storm conditions. Spectral analyses of incoming waves and beach profile surveys have revealled that infragravity waves in high wave trains play an important role in rapid beach retreat. Infiltration of swashing water due to infragravity waves raises the water table below the beach, and thi
MEET
发表于 2025-3-24 17:40:39
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GRAZE
发表于 2025-3-24 20:46:24
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真实的人
发表于 2025-3-24 23:19:49
Evaluating the Effectiveness of a Submerged Groin as Soft Shore Protection,he north, the main cause of beach erosion along downdrift beaches. Since the 1930s, seawalls, groins and detached breakwaters have been built along 6.7 km of the coast south of the harbour, so that now each kilometre of beach is protected by 1.4 km of hard structures (protection ratio). Since these