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991.
We present CO(1-0) observations toward the soft gamma-ray repeater SGR 1806-20. We discuss the implications on the distance to the X-ray counterpart: AX 1805.7-2025. We also present an upper limit at = 1.3 mm for the thermal emission from dust and high resolution IRAS maps of the region. SGR 1806-20 is very likely associated with the H II complex W31. The G10.0-0.3 supernova remnant (SNR) could be expanding in the very low density region produced by the wind of the bright O9-B2 star recently detected.National Academy of Sciences / National Research Council Resident Research Associate  相似文献   
992.
The present paper extends the analysis by Sakurai, Goossens, and Hollweg (1991) on resonant Alfvén waves in nonuniform magnetic flux tubes. It proves that the fundamental conservation law for resonant Alfvén waves found in ideal MHD by Sakurai, Goossens, and Hollweg remains valid in dissipative MHD. This guarantees that the jump conditions of Sakurai, Goossens, and Hollweg, that connect the ideal MHD solutions for r , andP across the dissipative layer, are correct. In addition, the present paper replaces the complicated dissipative MHD solutions obtained by Sakurai, Goossens, and Hollweg for r , andP in terms of double integrals of Hankel functions of complex argument of order with compact analytical solutions that allow a straightforward mathematical and physical interpretation. Finally, it presents an analytical dissipative MHD solution for the component of the Lagrangian displacement in the magnetic surfaces perpendicular to the magnetic field lines which enables us to determine the dominant dynamics of resonant Alfvén waves in dissipative MHD.  相似文献   
993.
The present study is a modification of the wave prediction model presented in the first paper of this title (Kawai et al., 1979) based on the Toba's (1978) single parameter equation of the wind wave growth. The introduction of a grid method reduces the two defects pointed out inKawai et al., i.e., the absence of the prediction of certain instants at fixed points, and the concentration of wave energy at certain points in the wind direction, arising from the lack of treatment of the lateral spreading of wave energy around the wind direction. The new model is applied to the same set of data. The results shows overall improvements, such as the elimination of certain overestimate in the first study and the coincidence of the predicted maximum with the measured one. The swells are separately hindcasted and a very good agreement with measurement is obtained.  相似文献   
994.
A simple operationally oriented model of surface wind-driven currents is presented in which Lagrangian surface drift is assumed to be composed of a linear combination of a wave-induced Stokes drift plus a wind-driven Ekman drift. Using this approach, Stokes drift accounts for as much as half the total surface current magnitude. The Lagrangian current is predicted to be about 3.5% of the 10 m wind magnitude directed in the sense of an Ekman spiral about a 20° deviation angle. For comparison to this model, a second model is proposed that accounts for the interaction of Stokes current and Coriolis force. An inference drawn from this model is that there is only weak coupling between Coriolis force and Stokes drift. Such a conclusion, if correct, leads one to focus attention on the Lagrangian model for operationally oriented current estimates. Results of the Lagrangian model agree with observations of investigators for currents at the air-sea interface and may have application in the movement f oil slicks or surface drifters at sea under fetch or duration limited sea states.  相似文献   
995.
长江口水动力及污水稀释扩散模拟   总被引:9,自引:0,他引:9       下载免费PDF全文
利用Delft3D数学模型对长江口水动力条件、上海市现有及拟建排放口污水排放的稀释扩散场进行了模拟。模型利用潮汐数据和排放口附近的现场实测数据进行了率定和验证,分别对丰水期、枯水期的大、小潮情况下的流速场、潮位场及污水扩散场进行了研究。结果表明:长江口的水动力条件有利于污水的稀释扩散;现状排放量对长江口水环境影响不大;但如果污水在排放前不进行一定的处理,规划排放量排人长江口将会严重恶化其水质,特别是枯水期小潮时最为严重。建议根据长江口和杭州湾的环境容量,结合排放口的稀释扩散能力,合理确定污水排放方案。  相似文献   
996.
A mooring containing diverse carbonate and anhydrite substrates was exposed to bottom waters for 9 months at the base of the Florida Escarpment to determine the influence of dissolution on the development of this continental margin. Weight loss was measured on all samples. Etching, pitting, and loss of the original framework components were observed on substrates with known characteristics. Extrapolations of modern dissolution rates predict only about 1.6 meters of corrosion per million years. However, more rapid anhydrite dissolution, up to 1 km per million years, would cause exposed anhydrite beds to undercut and destabilize intercalated limestones.  相似文献   
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Visual MODFLOW, a numerical groundwater flow model, was used to evaluate the impacts of groundwater exploitation on streamflow depletion in the Alluvium and Terrace aquifer of the Beaver-North Canadian River (BNCR) in northwestern Oklahoma, USA. Water demand in semi-arid northwestern Oklahoma is projected to increase by 53% during the next five decades, driven primarily by irrigation, public water supply, and agricultural demand. Using MODFLOW’s streamflow routing package, pumping-induced changes in baseflow and stream leakage were analyzed to estimate streamflow depletion in the BNCR system. Simulation results indicate groundwater pumping has reduced baseflow to streams by approximately 29% and has also increased stream leakage into the aquifer by 18% for a net streamflow loss of 47%. The magnitude and intensity of streamflow depletion, however, varies for different stream segments, ranging from 0 to 20,804 m3/d. The method provides a framework for isolating and quantifying impacts of aquifer pumping on stream function in semiarid alluvial environments.
Résumé  Visual MODFLOW, un modèle numérique d’écoulement des eaux souterraines, a été utilisé pour évaluer les impacts de l’exploitation de l’eau souterraine sur la réduction du régime de la rivière dans un aquifère d’alluvions et de terrasse de la Rivière canadienne Beaver-North (BNCR) au nord-ouest de l’Oklahoma, aux USA. La demande d’eau dans le nord-ouest semi-aride de l’Oklahoma devrait augmenter de 53% durant les cinq prochaines décennies, essentiellement du fait de l’irrigation, la demande en eau potable et la demande agricole. En utilisant le module numérique traitant les rivières dans MODFLOW, les changements sur le régime de base des cours d’eau induits par le pompage et la recharge par la rivière ont été analysés pour estimer la réduction du régime de la rivière du système BNCR. Les résultats de la simulation indiquent que le pompage de l’eau souterraine réduit le débit de base de la rivière de 18% pour une perte nette du débit de la rivière de 47%. L’importance et l’intensité de la réduction du débit de base, toutefois, varie selon le bief, de 0 à 20,840 m3/d. La méthode apporte un cadre pour isoler et quantifier les impacts sur le pompage de l’aquifère sur le fonctionnement de la rivière dans un environnement alluvial semi-aride.

Resumen  El Visual MODFLOW, que es un modelo numérico de flujo de agua subterránea, fue usado para evaluar los impactos de la explotación del agua subterránea, en la disminución de la cantidad de flujo de una corriente superficial, relacionada al acuífero del aluvión y de la terraza del Río canadiense Beaver-North (BNCR) en Oklahoma del noroeste, EUA. Se proyecta que la demanda de agua aumentará en un 53%, en el sector semiárido de Oklahoma del noroeste, durante las próximas cinco décadas, principalmente debido a la irrigación, suministro de agua público, y la demanda agrícola. Mediante el uso del paquete especial para relaciones corriente superficial- acuífero (SFR) de MODFLOW, se analizaron cambios inducidos por el bombeo, tanto en el flujo base, como en el goteo del río, para estimar la disminución del flujo de la corriente en el sistema de BNCR. Los resultados de la simulación indican, que el bombeo de agua subterránea ha reducido el flujo base a los arroyos aproximadamente en un 29% y también ha aumentado el goteo del arroyo hacia el acuífero en 18%, resultando una pérdida neta del flujo del río de un 47%. La magnitud e intensidad de la disminución del flujo del río, sin embargo, varía en sus diferentes segmentos, oscilando de 0 a 20,804 m3/d. El método suministra un marco, para aislar y cuantificar los impactos del bombeo del acuífero, sobre el funcionamiento de una corriente superficial en los ambientes aluviales semiáridos.
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