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71.
Shigehisa Nakamura 《Marine Geodesy》2005,28(4):305-312
A note is presented on tsunami bore front. This tsunami bore front is an old dynamical problem but also a new problem to be understood. The tsunami event on 2004 December 26 has raised this is an urgent problem. The author introduces here a model in order to see a hydrodynamical specific property of the tsunami bore front. This modeling gives us a new understanding about what mechanics is for the interested tsunami bore front, especially, around a coastal zone. This work adds a new understanding about mechanics of water motions as the tsunamis generated by the earthquake undersea at a distant area from the coast. The model in this work points out a specific transitional pattern as a function of time and space of tsunami bore front. This modeling gives what is essential at considering tsunami bore front. 相似文献
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福建近海主要经济渔业生物营养级和有机碳含量研究 总被引:2,自引:0,他引:2
本文研究了福建近海52种鱼类、6种虾类、4种蟹类、1种虾蛄和4种头足类的食性和营养级及其有机碳含量。结果表明:营养级以鱼类最高,为2.1~3.7级,平均2.65级;头足类为2.04~2.88级,平均2.60级;蟹类2.38~2.73级,平均2.58级;虾类最低,为1.64~2.21级,平均1.96级.干样有机碳含量百分率也以鱼类最高,为33.0%~76.2%(m/m),平均46.25%(m/m);头足类为27.80%~46.16%(m/m),平均40.24%(m/m);虾类为30.60%~38.40%(m/m),平均34.90%(m/m);蟹类最低,为25.00%~30.78%(m/m),平均28.24%(m/m),鲜样有机碳含量百分率还是以鱼类最高,为4.80%~29.55%(m/m),平均13.75%(m/m);蟹类为8.90%~12.68%(m/m),平均10.74%(m/m);虾类为6.97%~11.53%(m/m),平均9.55%(m/m);头足类最低仅为7.38%~8.52%(m/m),平均7.95%(m/m),干样有机碳含量百分率和鲜样有机碳含量百分率与营养级均成正相关,但前者的相关性高于后者。 相似文献
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B. Shuttleworth A. Woidt T. Paparella S. Herbig D. Walker 《Estuarine, Coastal and Shelf Science》2005,64(4):131
Australia's largest river, the River Murray, discharges to the southern ocean through a coastal lagoon and river-dominated tidal inlet. Increased water extractions upstream for irrigation have led to significantly reduced flows at the mouth and, as a result, the area is undergoing rapid change, particularly with regard to the rate at which sediment is being transported into the lagoon. Based on detailed and accurate bathymetric surveys it has been possible to estimate that the rate of lagoon in-filling is of the order of 100,000 m3 per year for the period June 2000 to May 2003, although the actual rate shows significant year to year variability. Dredging of the lagoon commenced in 2000 in an attempt to reverse the trend.In an effort to understand the behaviour of the inlet a one-dimensional numerical model of the inlet has been developed. The model extends the original of van de Kreeke by including a dynamic inlet throat area based on predicted river flows and a sediment transport module to predict the resulting net sediment transport. Comparisons with water level data collected on both the ocean and lagoon sides of the mouth have shown that the model is able to predict the attenuation and lag of the tidal signal reasonably well. The sediment transport model was based on predicted sediment concentrations in the surf zone and was found to predict the rate of sediment in-filling to an acceptable level of accuracy. It is envisaged that the model will be a useful management tool, especially since it is possible to manipulate river discharges to the mouth. 相似文献
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A comparison of two three-dimensional numerical modeling systems for tidal elevations and velocities in the coastal waters is presented. The two modeling systems are: (1) the Princeton Ocean Model (POM) and (2) the MIKE 3 flow model. The model performance results for Singapore's coastal waters show that the predicted tidal elevations from the two hydrodynamic modeling systems are almost identical and are in very good agreement with field measurement data. The simulated tidal current velocities match well with field measurement data at the selected stations, but it seems that the POM provides the slightly better simulation, compared to the MIKE 3 flow model. The depth profiles of the velocities obtained from the two modeling systems may be greatly different at some time, due to the vertical diffusion coefficient calculated from different turbulent sub-models in the two modeling systems. The POM generally predicts larger peak tidal velocities. The maximum speed differences for the model results from the two modeling systems occur in the top and differ from time to time and from location to location, reaching up to 20%. 相似文献
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