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1.
Ice and snow have often helped physicists understand the world. On the contrary it has taken them a very long time to understand the flow of the glaciers. Naturalists only began to take an interest in glaciers at the beginning of the 19th century during the last phase of glacier advances. When the glacier flow from the upslope direction became obvious, it was then necessary to understand how it flowed. It was only in 1840, the year of the Antarctica ice sheet discovery by Dumont d'Urville, that two books laid the basis for the future field of glaciology: one by Agassiz on the ice age and glaciers, the other one by canon Rendu on glacier theory. During the 19th century, ice flow theories, adopted by most of the leading scientists, were based on melting/refreezing processes. Even though the word ‘fluid’ was first used in 1773 to describe ice, more the 130 years would have to go by before the laws of fluid mechanics were applied to ice. Even now, the parameter of Glen's law, which is used by glaciologists to model ice deformation, can take a very wide range of values, so that no unique ice flow law has yet been defined. To cite this article: F. Rémy, L. Testut, C. R. Geoscience 338 (2006). 相似文献
2.
《水文科学杂志》2013,58(2)
Abstract The objective of this study is to find the appropriate number and location of raingauges for a river basin for flow simulation by using statistical analyses and hydrological modelling. First, a statistical method is used to identify the appropriate number of raingauges. Herein the effect of the number of raingauges on the cross-correlation coefficient between areally averaged rainfall and discharge is investigated. Second, a lumped HBV model is used to investigate the effect of the number of raingauges on hydrological modelling performance. The Qingjiang River basin with 26 raingauges in China is used for a case study. The results show that both cross-correlation coefficient and modelling performance increase hyperbolically, and level off after five raingauges (therefore identified to be the appropriate number of rain-gauges) for this basin. The geographical locations of raingauges which give the best and worst hydrological modelling performance are identified, which shows that there is a strong dependence on the local geographical and climatic patterns. 相似文献
3.
《水文科学杂志》2013,58(5)
Abstract Some unique coupled wind–water erosion processes exist in the desert-loess transitional zone in the middle Yellow River basin. Based on data from 40 stations on 29 rivers, a study was made on the influence of such processes on suspended sediment grain-size characteristics of the tributaries of the Yellow River. Results show that the percentage of >0.05-mm grain size decreases with the increased annual mean precipitation, but increases with the increase in the annual mean number of sand-dust storm days. The percentage of <0.01-mm grain size increases with the increase in the annual mean precipitation, but decreases with the increase in the annual number of sand-dust storm days. Based on annual mean data from 40 stations, multiple regression equations were established between the percentages of >0.05-mm grain size (r >0.05) and <0.01-mm grain size (r <0.01), annual mean precipitation (P m) and annual mean number of sand-dust storm days (D ss). On this basis, the relative contributions of the variations in D ss and P m to the variation in r >0.05 and r <0.01 were estimated. The results indicate that the variation in sand-dust storm frequency exerts greater influences on the variation in grain-size characteristics of suspended load than does the variation in annual mean precipitation. With the increase in the coupled wind–water processes index, expressed by P m/D ss, the percentage of >0.05-mm grain size in suspended sediment decreases and the percentage of <0.01-mm grain size increases. With the variation in P m/D ss, different combinations of r >0.05 with r <0.01 appear, which have some influence on the formation of hyperconcentrated flows. There exist some optimal ratios of coarse to fine fractions in suspended sediment that make sediment concentrations of hyperconcentrated flows the highest. The optimal r >0.05/r <0.01 value is related to some range of the index P m/D ss. When the P m/D ss index falls in this range, the optimum combination of relative coarse with fine sediments in the suspended load appears, and thus results in the peak values of sediment concentration. 相似文献
4.
《水文科学杂志》2013,58(5)
Abstract A revised approach to the calculation of baseflow using the method originally proposed by the United Kingdom Institute of Hydrology is presented. The revisions resolve two aspects of the method that lead to less than optimal results; that is, the calculation of values of baseflow that exceed the corresponding values of streamflow and the dependence of the calculated values on the origin of the five-day segmentation of the input streamflow data. The approach is illustrated using streamflow monitoring information that is typical for areas of southern Ontario, Canada, where baseflow is primarily the result of groundwater discharge. 相似文献
5.
《水文科学杂志》2013,58(2)
Résumé Des mesures hydrométriques classiques et l'imagerie 2-D de résistivité électrique (IRE) détaillée ont été combinées avec le prélèvement de traceurs pour identifier les processus hydrologiques en jeu dans un bassin versant semi-aride de la province Cap-Oriental, en Afrique du Sud. L'étude des événements de précipitation et d'écoulement a souligné la forte relation qui existe entre les précipitations et les caractéristiques de la génération des écoulements. L'observation du potentiel hydrique du sol ainsi que du niveau d'eau souterraine a mis en évidence le développement d'une nappe perchée dans le sol. Ces résultats sont confirmés par des séparations d'hydrogrammes à base de traceurs et illustrent le rôle important des écoulements souterrains superficiels. L'étude par IRE a permis de mieux connaître la structure du sous-sol. Finalement, l'étude par IRE, combinée avec des mesures obtenues par réflectométrie en domaine temporel (TDR), a permis d'extrapoler à des mesures sélectives de teneur en eau. Pour récapituler, l'utilisation et la combinaison de différentes méthodes de terrain ont mené au développement d'un modèle conceptuel du fonctionnement hydrologique de ce bassin versant. Le rôle dominant des mécanismes de subsurface a été démontré. 相似文献
6.
《水文科学杂志》2013,58(3)
Abstract Abstract Identification of the presence of scaling in the river flow process has been a challenging problem in hydrology. Studies conducted thus far have viewed this problem essentially from a stochastic perspective, because the river flow process has traditionally been assumed to be a result of a very large number of variables. However, recent studies employing nonlinear deterministic and chaotic dynamic concepts have reported that the river flow process could also be the outcome of a deterministic system with only a few dominant variables. In the wake of such reports, a preliminary attempt is made in this study to investigate the type of scaling behaviour in the river flow process (i.e. chaotic or stochastic). The investigation is limited only to temporal scaling. Flow data of three different scales (daily, 5-day and 7-day) observed in each of three rivers in the USA: the Kentucky River in Kentucky, the Merced River in California and the Stillaguamish River in Washington, are analysed. It is assumed that the dynamic behaviour of the river flow process at these individual scales provides clues about the scaling behaviour between these scales. The correlation dimension is used as an indicator to distinguish between chaotic and stochastic behaviours. The results are mixed with regard to the type of flow behaviour at individual scales and, hence, to the type of scaling behaviour, as some data sets show chaotic behaviour while others show stochastic behaviour. They suggest that characterization (chaotic or stochastic) of river flow should be a necessary first step in any scaling study, as it could provide important information on the appropriate approach for data transformation purposes. 相似文献
7.
《水文科学杂志》2013,58(5)
Abstract Abstract Results of studies related to the effect of snow accumulation and snowmelt on river regimes of the central Spanish Pyrenees are presented. Streamflow of the Pyrenean rivers is characterized by low and constant discharges during winter because of accumulation of snow in the basins above 1600 m a.s.l., and high and fluctuating discharges during spring due to snowmelt and rainfall. Regional discharge contrasts have been assessed in relation to the Atlantic influence and the percentage of high altitude areas in each basin. In most of the Pyrenean basins, snowmelt contributes more to the discharge than rainfall in the spring. The analysis of data shows a decrease in winter precipitation in the last 50 years causing a decrease in both winter and spring discharges and introducing changes in the distribution of streamflow throughout the year. 相似文献
8.
Pablo Pulido-Leboeuf Antonio Pulido-Bosch Maria Luisa Calvache Ángela Vallejos José Miguel Andreu 《Comptes Rendus Geoscience》2003,335(14):1039-1048
The strontium content and the SO42?/Cl? and Mg2+/Ca2+ ratios were used as natural tracers of the residence time of seawater intrusion into the Castell de Ferro aquifer. Analysis of these parameters indicated the existence of two principal flowpaths in the aquifer. The first flows through the eastern part of the aquifer, through the karstified Castell de Ferro massif; it accommodates a larger and more rapid flow, so that the residence time is shorter, leading to lower SO42+/Cl? ratios, lower Sr2+ content and higher Mg2+/Ca2+ ratios. The second flowpath is in the western sector, and flows exclusively through alluvial deposits; the flow here is slower, particularly that flowing towards the sea. Thus the residence time of the water here will be longer and there is scant flushing of the intruded seawater; this is manifested in the high Sr2+ content, high SO42+/Cl? and low Mg2+/Ca2+ ratios. To cite this article: P. Pulido-Leboeuf et al., C. R. Geoscience 335 (2003). 相似文献
9.
Le changement climatique, lié au réchauffement de la Terre, agit directement sur notre milieu naturel en le transformant et s’accompagne de modifications dans le cycle hydrologique. Il s’en suit une baisse drastique des ressources en eau disponibles du fait de la forte diminution des totaux pluviométriques reçus. Dans cette étude, nous utilisons le test de Mann-Kendall pour caractériser la variabilité et les tendances des débits dans le bassin de la Falémé sur la période 1954–2014. Les résultats de l’analyse révèlent une tendance à la baisse statistiquement significative sur pratiquement tous les mois et sur les périodes de hautes et de basses eaux. Une tendance a été observée aussi sur les années de faible hydraulicité durant lesquelles l’écoulement des périodes de hautes et basses eaux est moins important. Le test de Mann-Kendall s’est donc avéré efficace pour indiquer les tendances négatives de l’écoulement dans le bassin de la Falémé. 相似文献
10.
Natalie Bonneton Philippe BonnetonJean-Paul Parisot Aldo SottolichioGuillaume Detandt 《Comptes Rendus Geoscience》2012,344(10):508-515
In this article, we present a study on the tidal bore dynamics based on the analysis of the database acquired in 2011 during two simultaneous field campaigns in the Seine and Garonne Rivers. We have shown that in the Garonne River, contrary to the common view, undular tidal bore can form for a large majority of tides, even sometimes at neap tide when the river discharge is low. We have identified, from surface elevation measurements, low-steepness, low-frequency undular tidal bores which are not visually observable. Such low-frequency tidal bores have been also identified and characterised for the first time in the Seine River. In this river, the first undulation wave height can be higher than 1 m. We have shown that the secondary wave steepness strongly increases when the Froude number exceeds the critical value Fc. The large-steepness tidal bore regime corresponds to what is commonly termed in French mascaret. 相似文献