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Transformation of the spring highwater and flood runoff in the Upper Volga basin under the climate change impact
Published 2021-08-01Subjects:Article -
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A cooperative search algorithm-based flood forecasting framework: application across diverse Chinese catchments
Published 2025-02-01Subjects: “…geomorphological instantaneous unit hydrograph (GIUH)…”
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3
Hydrological performance of gridded meteorological products in Peruvian Altiplano basins
Published 2025-02-01Subjects: Get full text
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4
Climatological Atlas of Temperature and Salinity for the Northeast Asian Seas
Published 2025-02-01“…For ANAS23, over 1.6 million hydrographic profiles were analyzed, utilizing a simple kriging interpolation technique, which considers data density and their covariance at each grid point, along with a profile stabilizing method to minimize damage to water-mass structures. …”
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Quelle place pour les rivières dans la petite ville en changement ? Regards d’acteurs institutionnels sur les paysages de rivières urbaines en Maine-et-Loire
Published 2024-11-01“…The institutional context, the level of awareness of local elected representatives and the issues specific to small towns are addressed as factors influencing city-river relationships and their hydrographic context. In conclusion, changes in the scope of urban planning and project development around rivers is discussed.…”
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Using GIS and Analytical Hierarchy Process (AHP) for flood hazard assessment based on morphological and hydrological criteria, case of the Meknes region, Morocco
Published 2025-01-01“…This hazard is assessed by taking into account morphological criteria (slope, altitude, density of the hydrographic network, curvature) and hydrological criteria (drainage density, stream power index (SPI) and rainfall data). …”
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Comparison and Correction of Runoff Simulation Based on XGBoost and SWAT
Published 2025-01-01“…The results show that: ① The simulation effect of the XGBoost model is good, and the Nash-Sutcliffe efficiency (NSE) of daily runoff simulation of the XGBoost model is 15.66% higher than that of the SWAT model. ② The SWAT model is underestimated at high flow rates, while the XGBoost model results in basically consistent simulation values and observed values, and the simulated hydrograph has a high degree of fitting, showing a good correlation. ③ After XGBoost correction, the simulation accuracy of the SWAT model is obviously improved, which can effectively improve the runoff simulation effect. …”
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The safety net role of inland fishing in the subsistence strategy of multi-active forest dwellers in southern Cameroon
Published 2016-12-01“…The sizable variety of fishing methods takes advantage of the great vascularity of the hydrographic network and involves in a complementary way all the members of the community — young and old, of both genders, in solo, in pairs or in larger groups of participants. …”
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Entre Rhône et Rhin : les ports fluvio-lacustres de la Suisse romaine
Published 2020-12-01“…The importance of the hydrographic context between the Rhône and Rhine river basins, as well as the regional fluvio-lacustrine transport network is also underscored. …”
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SEDIMENT RUNOFF AND WATER TURBIDITY OF THE MAIN TRIBUTARIES OF THE LAKE LADOGA
Published 2021-06-01“…The vast catchment area of the Lake Ladoga is characterized by variety of underlying surface types and a complex hydrographic network. The processes of eutrophication of the southern littoral areas of the Lake Ladoga determine the relevance of assessing the removal of solid matter from the river flow to the estuaries of the tributaries of the Ladoga. …”
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Les lacs d’Hanoï, quelle place pour une pièce urbaine endémique ?
Published 2019-12-01“…The city of Hanoi was established within the complex hydrographic network of the Red River Delta plain, a web of rivers providing transport routes and natural boundaries. …”
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Analysis of the behaviour of the Tukad Buluk Poh flood water at the Gilimanuk - Denpasar National Road Crossing
Published 2025-01-01“…When the flood discharge was analyzed using the Nakayasu method’s synthetic unit hydrograph, the design flood discharge had return periods of 299,720 m/sec for two years, 436,764 m3/sec for five years, 529,525 m3/sec for ten years, 648,435 m3/sec for twenty-five years, and 1134,737 for a thousand years. …”
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