Water budget analysis

Author(s):  
Robert A. Muller ◽  
John M. Grymes
Keyword(s):  
2011 ◽  
Vol 3 (6) ◽  
pp. 267-269
Author(s):  
P. T. Patil P. T. Patil ◽  
◽  
M. M. Jamadar M. M. Jamadar ◽  
N. A. Jamadar N. A. Jamadar
Keyword(s):  

2013 ◽  
Vol 17 (11) ◽  
pp. 4577-4588 ◽  
Author(s):  
M. Pan ◽  
E. F. Wood

Abstract. The process whereby the spatially distributed runoff (generated through saturation/infiltration excesses, subsurface flow, etc.) travels over the hillslope and river network and becomes streamflow is generally referred to as "routing". In short, routing is a runoff-to-streamflow process, and the streamflow in rivers is the response to runoff integrated in both time and space. Here we develop a methodology to invert the routing process, i.e., to derive the spatially distributed runoff from streamflow (e.g., measured at gauge stations) by inverting an arbitrary linear routing model using fixed interval smoothing. We refer to this streamflow-to-runoff process as "inverse routing". Inversion experiments are performed using both synthetically generated and real streamflow measurements over the Ohio River basin. Results show that inverse routing can effectively reproduce the spatial field of runoff and its temporal dynamics from sufficiently dense gauge measurements, and the inversion performance can also be strongly affected by low gauge density and poor data quality. The runoff field is the only component in the terrestrial water budget that cannot be directly measured, and all previous studies used streamflow measurements in its place. Consequently, such studies are limited to scales where the spatial and temporal difference between the two can be ignored. Inverse routing provides a more sophisticated tool than traditional methods to bridge this gap and infer fine-scale (in both time and space) details of runoff from aggregated measurements. Improved handling of this final gap in terrestrial water budget analysis may potentially help us to use space-borne altimetry-based surface water measurements for cross-validating, cross-correcting, and assimilation with other space-borne water cycle observations.


1996 ◽  
Vol 101 (D3) ◽  
pp. 7197-7207 ◽  
Author(s):  
Q. Y. Duan ◽  
J. C. Schaake ◽  
V. I. Koren
Keyword(s):  

1996 ◽  
Vol 101 (D23) ◽  
pp. 29603-29603 ◽  
Author(s):  
Q. Y. Duan ◽  
J. C. Schaake ◽  
V. I. Koren
Keyword(s):  

2013 ◽  
Vol 28 (11) ◽  
pp. 3761-3775 ◽  
Author(s):  
Yong-Seok Gwak ◽  
Sang-Hyun Kim ◽  
Yong-Woo Lee ◽  
Boo-Keun Khim ◽  
Se-Yeong Hamm ◽  
...  

2014 ◽  
Vol 46 (1) ◽  
pp. 106-120 ◽  
Author(s):  
Simon Tardif ◽  
André St-Hilaire ◽  
René Roy ◽  
Monique Bernier ◽  
Serge Payette

A water budget analysis (precipitation (P), surface runoff (Q), evapotranspiration (ET) and storage variations (ΔS)) was completed over a 3-year span for two Sphagnum bogs, three patterned fens and two shallow lakes all located in the La Grande River watershed in central Québec. The high variability of P from 2005 to 2007 during summer and fall (July to October) allowed us to produce water budgets over a large spectrum of wetness conditions at seasonal and event timescales. Bogs and fens (not lakes) have the intrinsic ability to keep the water table near the surface most of the time, which affects Q. Fens and lakes showed a similar hydrological behavior when compared to bogs, in spite of differences in Q and ΔS variability due to the typical vegetation structure of fens. This structure also tends to produce sharper rises of Q when compared to lakes that have overall smoother hydrograms. The dominant water budget term for bogs, fens and lakes was ΔS, Q and ET, respectively. Finally, an adaptation of the Penman–Monteith equation was successfully used to estimate potential ET. This revised method is based on peatland vegetation identification that provides a simple weighing factor for stomatal resistance.


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