Integrated hydrological modeling of the North China Plain and implications for sustainable water management

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Abstract

Groundwater overdraft has caused fast water level decline in the North China Plain (NCP) since the 1980s. Although many hydrological models have been developed for the NCP in the past few decades, most of them deal only with the groundwater component or only at local scales. In the present study, a coupled surface water-groundwater model using the MIKE SHE code has been developed for the entire alluvial plain of the NCP. All the major processes in the land phase of the hydrological cycle are considered in the integrated modeling approach. The most important parameters of the model are first identified by a sensitivity analysis process and then calibrated for the period 2000-2005. The calibrated model is validated for the period 2006-2008 against daily observations of groundwater heads. The simulation results compare well with the observations where acceptable values of root mean square error (RMSE) (most values lie below 4 m) and correlation coefficient ( R) (0.36-0.97) are obtained. The simulated evapotranspiration (ET) is then compared with the remote sensing (RS)-based ET data to further validate the model simulation. The comparison result with a R 2 value of 0.93 between the monthly averaged values of simulated actual evapotranspiration (AET) and RS AET for the entire NCP shows a good performance of the model. The water balance results indicate that more than 70% of water leaving the flow system is attributed to the ET component, of which about 0.25% is taken from the saturated zone (SZ); about 29% comes from pumping, including irrigation pumping and non-irrigation pumping (net pumping). Sustainable water management analysis of the NCP is conducted using the simulation results obtained from the integrated model. An effective approach to improve water use efficiency in the NCP is by reducing the actual ET, e.g. by introducing water-saving technologies and changes in cropping. © 2013 Author(s).

Figures

  • Fig. 1. Location and topography of the North China Plain, spanning from 32◦ N to 40◦ N and from 114◦ E to 121◦ E (Cao et al., 2013). (1) Locations f meteorological stations and observation wells: the wells marked with rectangles are the selected wells used to show the calibration and validation results of groundwater heads; (2) boundaries of geomorphologic zones: (I) piedmont plain, (II) alluvial fan, (III) alluvial plain, and (IV) coastal plain (Wu et al., 1996; Cao et al., 2013); (3) locations of capital cities (Beijing, Tianjin, Shijiazhuang and Jinan) and some other cities that are included and considered in the NCP model.
  • Table 1. Sources of the data used in the coupled MIKE SHE/MIKE 11 hydrological model of the NCP (Shu, 2010).
  • Fig. 2. (a) Land use types after Shu’s model (2010); (b) soil types; (c) hydrogeological units of model layer 1 after the groundwater model of Cao et al. (2013); (d) hydrogeological units of model layers 2 and 3 after the groundwater model of Cao et al. (2013).
  • Table 2. Location and elevation information of the meteorological stations (Chinese Meteorological Data Service; Shu, 2010). The average annual reference ET and temperature of each station are also listed here.
  • Table 3. Typical values for LAI, Kc and root depth for different crops (Liu et al., 2002; Kendy et al., 2004; Zhang et al., 2004; Shu et al., 2012) and irrigation frequency and total irrigation water amount for these crops.
  • Fig. 3. Hydrogeological cross section of the NCP along A–A′ in Fig. 1 (adopted from Chen et al., 2005, and Cao et al., 2013). Aquifer units I and II make up layer 1 and also shallow aquifers in the model, while aquifer units III and IV make up layer 2 and 3, respectively; aquifer III and IV are deep aquifers here.
  • Fig. 4. River network of the NCP (IWHR), including 5 major rivers: Luan River, Yongding River, Hutuo River, Zhang River and Wei Ri er. The x and y axis represent the horizontal and vertical directions in unit of meter.
  • Table 4. Parameters for different soil types (Shu et al., 2012), θsat is water content at saturation, θfc is water content at field capacity, θwp is water content as wilting point and Ks is saturated hydraulic conductivity.

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CITATION STYLE

APA

Qin, H., Cao, G., Kristensen, M., Refsgaard, J. C., Rasmussen, M. O., He, X., … Zheng, C. (2013). Integrated hydrological modeling of the North China Plain and implications for sustainable water management. Hydrology and Earth System Sciences, 17(10), 3759–3778. https://doi.org/10.5194/hess-17-3759-2013

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