Hydrological Processes (HYDROL PROCESS)

Publisher: Wiley

Journal description

Hydrological Processes is an international journal devoted to the publication of original scientific and technical papers in hydrology. The objective of these communications is to improve our understanding of hydrological processes. The scope of the journal encompasses disciplines focussing on the physical biogeochemical mathematical and methodological aspects of hydrological processes together with research on instrumentation and techniques. The journal also publishes several issues annually which relate to themes emergent from conferences hydrological science societies and key research topics identified by editorial board members. HP welcomes the submission of comment/reply on previously published papers. Such submissions should preferably be in the form of a short paper not exceeding 2000 words and relate to papers previously published in HP. All papers for HP should be prepared in accordance with the notes for contributors (http:// www.interscience.wiley.com/jpages/0885-6087/authors.html). Submit papers to the Editor-in-chief of HP or one of the two Associate Editors HPToday is devoted to research and sources of information which are considered to be deserving of rapid dissemination to hydrologists. As such it should be seen as a forum for rapid scientific communication and as a vehicle for up-to-date dialogues in hydrological sciences. HPToday includes invited commentaries letters to the editor refereed scientific briefings current awareness book reviews listing and reviews of internet sites software conference listings and industry updates. Submission information can be found in the HPToday section.

Current impact factor: 2.70

Impact Factor Rankings

2015 Impact Factor Available summer 2015
2013 / 2014 Impact Factor 2.696
2012 Impact Factor 2.497
2011 Impact Factor 2.488
2010 Impact Factor 2.068
2009 Impact Factor 1.87
2008 Impact Factor 2.002
2007 Impact Factor 1.798
2006 Impact Factor 1.64
2005 Impact Factor 1.336
2004 Impact Factor 1.457
2003 Impact Factor 1.242
2002 Impact Factor 1.081
2001 Impact Factor 1.175
2000 Impact Factor 1.006
1999 Impact Factor 1.301
1998 Impact Factor 0.893
1997 Impact Factor 0.94
1996 Impact Factor 0.772
1995 Impact Factor 0.75
1994 Impact Factor 0.697
1993 Impact Factor 1.238
1992 Impact Factor 0.7

Impact factor over time

Impact factor
Year

Additional details

5-year impact 2.81
Cited half-life 7.30
Immediacy index 0.39
Eigenfactor 0.03
Article influence 0.92
Website Hydrological Processes website
Other titles Hydrological processes (Online), Hydrological processes
ISSN 0885-6087
OCLC 43011525
Material type Document, Periodical, Internet resource
Document type Internet Resource, Computer File, Journal / Magazine / Newspaper

Publisher details

Wiley

  • Pre-print
    • Author can archive a pre-print version
  • Post-print
    • Author cannot archive a post-print version
  • Restrictions
    • 12 months embargo
  • Conditions
    • Some journals have separate policies, please check with each journal directly
    • On author's personal website, institutional repositories, arXiv, AgEcon, PhilPapers, PubMed Central, RePEc or Social Science Research Network
    • Author's pre-print may not be updated with Publisher's Version/PDF
    • Author's pre-print must acknowledge acceptance for publication
    • On a non-profit server
    • Publisher's version/PDF cannot be used
    • Publisher source must be acknowledged with citation
    • Must link to publisher version with set statement (see policy)
    • If OnlineOpen is available, BBSRC, EPSRC, MRC, NERC and STFC authors, may self-archive after 12 months
    • If OnlineOpen is available, AHRC and ESRC authors, may self-archive after 24 months
    • Publisher last contacted on 07/08/2014
    • This policy is an exception to the default policies of 'Wiley'
  • Classification
    ​ yellow

Publications in this journal

  • [Show abstract] [Hide abstract]
    ABSTRACT: The frost table depth is a critical state variable for hydrological modelling in cold regions as frozen ground controls runoff generation, sub-surface water storage, and the permafrost regime. Calculation of the frost table depth is typically performed using a modified version of the Stefan equation, which is driven with the ground surface temperature. Ground surface temperatures have usually been estimated as linear functions of air temperature, referred to as “n-factors” in permafrost studies. However, these linear functions perform poorly early in the thaw season and vary widely with slope, aspect and vegetation cover, requiring site specific calibration. In order to improve estimation of the ground surface temperature and avoid site-specific calibration, an empirical Radiative-Conductive-Convective (RCC) approach is proposed which uses air temperature, net radiation, and antecedent frost table position as driving variables. The RCC algorithm was developed from forested and open sites on the eastern slope of the Coastal Mountains in southern Yukon, Canada, and tested at a high altitude site in the Canadian Rockies, and a peatland in the southern Northwest Territories. The RCC approach performed well in a variety of land types without any local calibration and particularly improved estimation of ground temperature compared to linear functions during the first month of the thaw season, with mean absolute errors <2 °C in seven of the nine sites tested. An example of the RCC approach coupled with a modified Stefan thaw equation suggests a capability to represent frozen ground conditions which can be incorporated into hydrological and permafrost models of cold regions. This article is protected by copyright. All rights reserved. This article is protected by copyright. All rights reserved.
    Hydrological Processes 06/2015; DOI:10.1002/hyp.10573
  • [Show abstract] [Hide abstract]
    ABSTRACT: Groundwater ridging is the rapid rise of a shallow water table during a rainfall event, in an environment where, in the pre-event period, the capillary fringe extends to the ground surface. Groundwater ridging is widely cited to account for the observed significant appearance of pre-event water in a stream stormflow hydrograph. Various hypotheses have been advanced to explain the groundwater ridging mechanism; and most recently, from a field study site in South Africa, an energy hypothesis was proposed, which explains that groundwater ridging water table rise is as a result of rapid introduction and transmission of additional pressure head into the capillary fringe from an intense rainfall at the ground surface. However, there is need for further analysis and evidence from other field study sites to confirm and support this newly proposed energy hypothesis. The objectives of this paper are, therefore, to: review previous observations on groundwater ridging, from other study sites, in order to deduce evidence of the newly proposed energy hypothesis; present and evaluate a one-dimensional diffusion mathematical model that can simulate groundwater ridging water table rise, based on the newly proposed energy hypothesis; and evaluate the importance of a capillary fringe in streamflow generation. Analysis of previous observations from other study sites generally indicated that the rate of groundwater ridging water table rise is directly related to the rainfall intensity, hence, confirming and agreeing with the newly proposed energy hypothesis. Additionally, theoretical results by the mathematical model agreed fairly well with the field results observed under natural rainfall, confirming that the rapidly rainfall-induced energy is diffusively transmitted downwards through pore water, elevating the pressure head at every depth. The results in this study also support the concept of a three-end member stream stormflow hydrograph, and contribute to the explanation of how catchments can store water for long periods, but then release it rapidly during storm events. This article is protected by copyright. All rights reserved.
    Hydrological Processes 05/2015; DOI:10.1002/hyp.10551
  • [Show abstract] [Hide abstract]
    ABSTRACT: Groundwater catchment boundaries and their associated groundwater catchment areas are typically assumed to be fixed on a seasonal basis. We investigated whether this was true for a highly permeable carbonate aquifer in England, the Berkshire and Marlborough Downs Chalk aquifer, using both borehole hydrograph data and a physics-based distributed regional groundwater model. Borehole hydrograph data time series were used to construct a monthly interpolated water table surface, from which was then derived a monthly groundwater catchment boundary. Results from field data showed that the mean annual variation in groundwater catchment area was about 20% of mean groundwater catchment area, but interannual variation can be very large, with the largest estimated catchment size being approximately 80% greater than the smallest. The flow in the river was also dependent on the groundwater catchment area. Model results corroborated those based on field data. These findings have significant implications for issues such as definition of source protection zones, recharge estimates based on water balance calculations and integrated conceptual modelling of surface water and groundwater systems. This article is protected by copyright. All rights reserved.
    Hydrological Processes 05/2015; DOI:10.1002/hyp.10540
  • [Show abstract] [Hide abstract]
    ABSTRACT: Research on the water quality of urban runoff has so far focussed on the post-development phase of urban catchments, whereas water quality in developing areas under construction has remained less understood. The construction phase, however, may constitute a considerable source of diffuse pollution in urban areas. This study investigated mechanisms affecting water quality in residential areas during the construction and the post-construction phases. Water quality (suspended solids, total phosphorus, total nitrogen, chemical oxygen demand) and runoff were monitored over a period of five years in three catchments located in the city of Espoo in southern Finland. The catchments included an urbanising area under construction and low-density and high-density residential areas. The water quality was quantified in terms of event mean concentrations and loads. The key influential variables explaining water quality in a multiple linear regression analysis included hydrological variables (event volume and intensity), antecedent conditions and a variable describing the ongoing construction projects. Construction activities in the developing catchment had a profound impact on water quality. Inclusion of the variables describing activities, such as earth moving works, paving, house construction and temporary wastewater discharges, was necessary to explain water quality variations in the developing catchment. The importance of antecedent conditions as an explanatory variable depended on the site and pollutant in question.
    Hydrological Processes 04/2015; 29:4238-4251. DOI:10.1002/hyp.10493
  • [Show abstract] [Hide abstract]
    ABSTRACT: This paper examines the impacts of climate change on future water yield with associated uncertainties in a mountainous catchment in Australia using a multi-model approach based on four global climate models (GCMs), 200 realisations (50 realisations from each GCM) of downscaled rainfalls, 2 hydrological models and 6 sets of model parameters. The ensemble projections by the GCMs showed that the mean annual rainfall is likely to reduce in the future decades by 2–5% in comparison with the current climate (1987–2012). The results of ensemble runoff projections indicated that the mean annual runoff would reduce in future decades by 35%. However, considerable uncertainty in the runoff estimates was found as the ensemble results project changes of the 5th (dry scenario) and 95th (wet scenario) percentiles by −73% to +27%, −73% to +12%, −77% to +21% and −80% to +24% in the decades of 2021–2030, 2031–2040, 2061–2070 and 2071–2080, respectively. Results of uncertainty estimation demonstrated that the choice of GCMs dominates overall uncertainty. Realisation uncertainty (arising from repetitive simulations for a given time step during downscaling of the GCM data to catchment scale) of the downscaled rainfall data was also found to be remarkably high. Uncertainty linked to the choice of hydrological models was found to be quite small in comparison with the GCM and realisation uncertainty. The hydrological model parameter uncertainty was found to be lowest among the sources of uncertainties considered in this study. Copyright © 2015 John Wiley & Sons, Ltd.
    Hydrological Processes 04/2015; DOI:10.1002/hyp.10492
  • [Show abstract] [Hide abstract]
    ABSTRACT: To take into account the variability of the medium through which the groundwater flow takes place, we presented the groundwater flow equation within a confined aquifer with prolate coordinates. The new equation is a perturbed singular equation. The perturbed parameters is introduced and can be used as accurately replicate the variability of the aquifer from one point to another. When the perturbed parameter tends to zero we recover the Theis equation. We solved analytically and iteratively the new equation. We compared the obtained solution with experimental observed data together with existing solutions. The comparison shows that, the modified equation predicts more accurately the physical problem than the existing model
    Hydrological Processes 03/2015; DOI:10.1002/hyp.10476