Journal of Geographical Sciences ›› 2019, Vol. 29 ›› Issue (6): 1039-1060.doi: 10.1007/s11442-019-1643-9
• Review Article • Previous Articles
Lingling ZHAO1,2, Changming LIU2(), Leszek SOBKOWIAK3, Xiaoxiao WU4, Jiafu LIU5
Received:
2018-05-05
Accepted:
2018-10-10
Online:
2019-06-25
Published:
2019-07-25
About author:
Author: Zhao Lingling (1980-), PhD and Associate Professor, specialized in hydrological cycle simulation and water resources management. E-mail:
Supported by:
Lingling ZHAO, Changming LIU, Leszek SOBKOWIAK, Xiaoxiao WU, Jiafu LIU. A review of underlying surface parameterization methods in hydrologic models[J].Journal of Geographical Sciences, 2019, 29(6): 1039-1060.
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Table 1
Classification of runoff-yield methods in hydrological models"
Runoff-yield method | Calculation method | Hydrological model |
---|---|---|
Rainfall-runoff coefficient of correlation | SCS, Nonlinear runoff methods | DTVGM (Xia et al., 2002; Xia et al., 2005a; Xia et al., 2005b), HIMS (Liu et al., 2006; Liu et al., 2008), SWMM (Huber et al., 2008), SWAT (Neitsch et al., 2011; Arnold et al., 1998), HEC-HMS (Feldman,1981) |
Storage-full runoff | Soil water storage capacity curve | Xin’anjiang (Zhao,1984), VIC (Liang et al., 1994; Liang et al., 1996), EasyDHM (Lei et al., 2010a, 2010b) |
Topographic index | TOPMODEL (Beven et al., 1984; Beven et al., 1995), TOPKAPI (Liu et al., 2002) | |
Runoff yield under excess infiltration | Soil infiltration capacity curve | Shanbei model (Zhao, 1984), water tank model (Xu, 2009), EasyDHM, TOPMODEL, VIC |
Green-Ampt | SWAT, WEP, HIMS, SWMM, PRMS (Xu, 2009), HEC-HMS | |
Dynamic equation | Richards equation | VIC, WEP (Jia et al., 2001a, 2001b), VIP (Mo et al., 2004), MIKE SHE (Abbott et al., 1986a, 1986b) |
Table 2
Classification of confluence methods in hydrological models"
Confluence process | Calculation method | Hydrological model |
---|---|---|
Overland flow | Unit hydrograph method | Xin’anjiang model, SWMIV, HSPF, HEC-1, TOPMODEL, VIC-3L, HIMS, SWAT |
Isochrones method | Xin’anjiang model, HIMS | |
Linear reservoir equation | Xin’anjiang model, TOPMODEL, DTVGM | |
Non-linear reservoir equation | SWMM, TOPKAPI | |
River flow routing | Kinematic wave equation | HEC-1, TOPKAPI, DTVGM, WEP-L (Jia et al., 2006), EasyDHM |
Dynamic wave equation | SHE, VIC-3L (Yuan et al., 2004>), PRWS, WEP-L | |
Muskingum method | Xin’anjiang model, HBV, HEC-1, SWAT, HIMS, EasyDHM | |
Variable storage coefficient method | SWAT, EasyDHM |
Table 5
Classification of parameterization in runoff-yield processes"
Category | Runoff-yield method | |
---|---|---|
Rainfall-runoff coefficient of correlation | Deterministic parameters | SCS runoff curve method |
Non-linear Time-Variant Runoff Gain method | ||
Storage-full runoff | Calibrated parameters | Soil water capacity demand curve method |
Deterministic parameters | Topographic index | |
Physical conceptual | Richards equation | |
Runoff yield under excess infiltration | Not clearly expressed | Infiltration curve method |
Initial and final loss method | ||
Physical conceptual | Green & Ampt (physical concept formula) | |
Calibrated parameters | Profit and loss constant method | |
Horton (empirical formula) | ||
Kostiakov (empirical formula) | ||
Philip (empirical formula) | ||
Hotan (empirical formula) | ||
Smith (empirical formula) | ||
Smith-Parlange (empirical formula) |
Table 6
The classification of flow concentration parameterization methods"
Flow concentration method | Category | ||
---|---|---|---|
Overland flow concentration | Isochronous line | Calibrated parameters | |
Unit hydrograph | Time interval unit line | Not clearly expressed | |
Instantaneous unit line (J.E. Nash) | Calibrated parameters | ||
GIUH | Physical conceptual | ||
SCS runoff curve | Deterministic parameters | ||
Linear reservoir equation | Calibrated parameters | ||
Non-linear reservoir equation | |||
River flow routing | Saint-Venant equations | Calibrated parameters | |
Simplified dynamic equation | Kinematic wave equation | Deterministic parameters | |
Diffusion wave equation | |||
Dynamic wave equation | |||
Other empirical equations replacing dynamic equations | Reservoir flood routing method | Calibrated parameters | |
Muskingum method | |||
Muskingum-Cunge method | |||
Variable storage coefficient method |
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