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BibEntryCargo > Journal : Hydrological Processes or Journal of Hydrology or Ocean Dynamics & Note: Auto downloaded ref at: 2020-06-22

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A network-index-based version of TOPMODEL for use with high-resolution digital topographic data (1) · An operational forecasting system for physical processes in the Santos-Sao Vicente-Bertioga Estuarine System, Southeast Brazil (1) · Assessing the quality for hydrological applications of digital elevation models derived from contours (1) · Effects of spatial variability and scale with implications to hydrologic modeling (1) · Estimation of the internal pressure gradient in σ-coordinate ocean models: comparison of second-, fourth-, and sixth-order schemes (1) · Evaluating rainfall datasets to reconstruct floods in data-sparse Himalayan region (1) · Far-field effects of tidal energy extraction in the Minas Passage on tidal circulation in the Bay of Fundy and Gulf of Maine using a nested-grid coastal circulation model (1) · Impact of imperfect rainfall knowledge on the efficiency and the parameters of watershed models (1) · Multi-period and multi-criteria model conditioning to reduce prediction uncertainty in an application of TOPMODEL within the GLUE framework (1) · Oceanic upwelling and downwelling processes in waters off the west coast of India (1) · On the kriging of water table elevations using collateral information from a digital elevation model (1) · Physical interpretation and sensitivity analysis of the TOPMODEL (1) · Sensitivity analysis and uncertainty assessment in water budgets simulated by the variable infiltration capacity model for Canadian subarctic watersheds (1) · Summer surface layer thermal response to surface gravity waves in the Yellow Sea (1) · The in(a/tan/β) index: How to calculate it and how to use it within the topmodel framework (1) · Towards a limits of acceptability approach to the calibration of hydrological models: Extending observation error (1) · Using a topographic index to distribute variable source area runoff predicted with the SCS curve-number equation: VARIABLE SOURCE AREA RUNOFF (1)
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