Sp. Inamdar et al., Riparian Ecosystem Management Model (REMM): I. Testing of the hydrologic component for a Coastal Plain riparian system, T ASAE, 42(6), 1999, pp. 1679-1689
The Riparian Ecosystem Management Model (REMM) was used to simulate shallow
groundwater movement, water table depths, surface runoff, and annual hydro
logic budgets for a Coastal Plain riparian buffer system near Tifton, Georg
ia, USA. The riparian buffer consisted of zone 3 (grass downslope from a ro
w-crop field); zone 2 (mature pine forest downslope from zone 3); and zone
I (mature hardwood forest downslope from zone 2, adjacent to stream). Measu
red surface runoff and shallow groundwater movement from the adjacent agric
ultural field were used as the hydrologic input to REMM. Uncalibrated simul
ation results for a five-year period were compared to measured values for t
he same time period. The overall error in zone 2 and zone 1 mean water tabl
e depths was about 0.07 m, although absolute errors were higher The water t
able dynamics simulated by REMM were similar to observed although lags were
observed in the response of the simulated water table to large rainfall ev
ents. Mixed results were obtained from observed versus simulated surface ru
noff comparisons, primarily due to large variability in observed runoff dep
ths along the riparian transect. Simulated surface runoff depths for zone 3
were within one standard deviation for four out of the five years. For zon
e 2, surface runoff depths could only be simulated within one standard devi
ation for two out of the five years. Simulated seasonal total depths of sur
face runoff did not always agree with observed values but usually followed
both similar temporal and spatial patterns. Annual hydrologic budgets produ
ced total streamflow comparable to those estimated for the riparian buffer
site. These results provide an adequate basis for subsequent testing of oth
er REMM model components including water quality and nutrient cycling.