2020
DOI: 10.1016/j.jhydrol.2019.124358
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Determining the impact of a severe dry to wet transition on watershed hydrodynamics in California, USA with an integrated hydrologic model

Abstract: With the onset of climate change, regions relied upon for water supply are increasingly subject to end-member fluctuations between periods of severe drought followed by extreme precipitation. The impacts of these extreme conditions on watershed hydrodynamics in water-resource sensitive regions such as California are unknown despite their great importance for resilience and water management purposes. Understanding these impacts requires high-resolution physically based models to capture sharp variations of topo… Show more

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Cited by 16 publications
(27 citation statements)
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“…3.1 Integrated hydrologic model: ParFlow-CLM ParFlow-CLM (Kollet and Maxwell, 2006;Maxwell, 2013;Maxwell and Miller, 2005) describes the movement of water in the subsurface by solving the three-dimensional mixed form of Richards equation (Richards, 1931) given by…”
Section: Numerical-modeling Methodsmentioning
confidence: 99%
See 1 more Smart Citation
“…3.1 Integrated hydrologic model: ParFlow-CLM ParFlow-CLM (Kollet and Maxwell, 2006;Maxwell, 2013;Maxwell and Miller, 2005) describes the movement of water in the subsurface by solving the three-dimensional mixed form of Richards equation (Richards, 1931) given by…”
Section: Numerical-modeling Methodsmentioning
confidence: 99%
“…While in this study we utilize specific models to quantify the impact of meteorological forcing on hydrologic variables, the results generalized for watershed processes and are meant to be illustrative of the potential bias with various codes and in various locations. In this work, we use ParFlow-CLM (Kollet and Maxwell, 2006;Maxwell, 2013;Maxwell and Miller, 2005) forced with the Weather Research and Forecasting (WRF) model . ParFlow simulates subsurface and surface flows (as well as their interaction) by solving the mixed form of the Richards equation (Richards, 1931) and the kinematicwave equation, respectively.…”
Section: Introductionmentioning
confidence: 99%
“…The Cosumnes River is one of the last rivers in the western United States without a major dam, offering a rare opportunity to isolate the impacts of a changing climate on the hydrodynamics without reservoir management consideration (Maina et al, 2020a;Maina and SiirilaWoodburn, 2020 important aspects of the large-scale hydrology patterns of the state, namely the assessment of interactions between changes in precipitation, snowpack, streamflow, and groundwater across elevation and geologic gradients. Located in Northern California, USA, the Cosumnes watershed is approximately 7,000 km 2 in size (Figure 1) and is between the American and the Mokelumne Rivers.…”
Section: The Cosumnes Watershedmentioning
confidence: 99%
“…More information about the coupling between ParFlow and CLM can be found in Maxwell & Miller, (2005). CLM uses the following outputs of the VR-CESM model at 3-hourly resolution to solve the energy balance at the land surface: precipitation, air temperature, specific humidity, m and the land surface through a multi-year time period (Maina et al, 2020a). Therefore, to be conservative for imposing the lower boundary layer, anything below 80 m is expected to remain fully saturated.…”
Section: Integrated Hydrologic Model: Parflow-clmmentioning
confidence: 99%
“…Land use and land cover (LULC) was chosen to be heterogeneous and is based on the real‐world spatial distribution of a region located near the city of Sacramento in northern California, USA. This region was selected given its heterogeneous distribution of different LULC types, typical of many mixed‐land environments, including wetland, cultivated lands, pasture, grasslands, and open space (Maina et al, 2020; Maina & Siirila‐Woodburn, 2019). The northern section of the model was homogeneously classified as evergreen forestland to provide additional insights into this LULC environment (see Figure 1).…”
Section: Numerical Set‐upmentioning
confidence: 99%