Riparian Ecosystem Management Model (REMM): I. Testing of the hydrologic component for a Coastal Plain riparian system

Citation
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
Citations number
26
Categorie Soggetti
Agriculture/Agronomy
Journal title
TRANSACTIONS OF THE ASAE
ISSN journal
00012351 → ACNP
Volume
42
Issue
6
Year of publication
1999
Pages
1679 - 1689
Database
ISI
SICI code
0001-2351(199911/12)42:6<1679:REMM(I>2.0.ZU;2-J
Abstract
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.