Philip Gassman

Dr. Philip Gassman

Center for Agricultural and Rural Development (CARD), Iowa State University, Ames, IA, USA
orcid

Research Focus & Metrics

Academic Career Length

34Years (1993-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

View All Publications
1 August 2006 in Jawra Journal of the American Water Resources Association
Verified
Journal Article
Closed access
PDF file
MJManoj Jha
Manoj Jha
JAJeffrey G. Arnold
Jeffrey G. Arnold
Philip GassmanPhilip Gassman
Philip Gassman
FGFilippo Giorgi
Filippo Giorgi
RGRoy R. Gu
Roy R. Gu

8 June 2004 in Jawra Journal of the American Water Resources Association
Verified
Journal Article
Closed access
PDF file
MJManoj Jha
Manoj Jha
Philip GassmanPhilip Gassman
Philip Gassman
SSSilvia Secchi
Silvia Secchi
RGRoy Gu
Roy Gu
JAJeff Arnold
Jeff Arnold

1 May 2019 in Water
Verified
Journal Article
Open access
PDF file
Mou Leong TanMou Leong Tan
Mou Leong Tan
Philip GassmanPhilip Gassman
Philip Gassman
Raghavan SrinivasanRaghavan Srinivasan
Raghavan Srinivasan
JAJeffrey Arnold
Jeffrey Arnold
Xiaoying YangXiaoying Yang
Xiaoying Yang
The Soil and Water Assessment Tool (SWAT) model is recognized as one of the top hydrological models applied for addressing hydrologic and environmental issues. This is the first review on the SWAT model studies in Southeast Asia, with an emphasis on its applications, current challenges and future research directions. A total of 126 articles were identified since 2006; roughly 50% of these studies were conducted in Vietnam or Thailand. About 16% of the studies were performed at a transnational scale, which included Cambodia, Lao PDR, Thailand, and Vietnam. Model capability assessment, land use, and climate change assessment are the main SWAT applications that have been reported for the region. Most of the SWAT calibration and validation results for these studies were classified as satisfactory to very good results based on widely recognized performance indicators. However, the parameterization, calibration and validation procedures are not well reported in some articles. Availability of reliable data is one of the main problems that SWAT users are confronted with, as these data are either not freely available or restricted from public access in some countries. Hence, future studies should be considered on identification and development of reliable input data for SWAT modeling. SWAT model modification based on the SEA climate, geographical and land use conditions is another research direction to be considered in the future. Moreover, application of SWAT for extreme events simulation requires more attention in this region.

30 November 2015 in Environmental Management
Verified
Journal Article
Open access
PDF file
ATAwoke Teshager
Awoke Teshager
Philip GassmanPhilip Gassman
Philip Gassman
SSSilvia Secchi
Silvia Secchi
JSJustin Schoof
Justin Schoof
GMGirmaye Misgna
Girmaye Misgna
Applications of the Soil and Water Assessment Tool (SWAT) model typically involve delineation of a watershed into subwatersheds/subbasins that are then further subdivided into hydrologic response units (HRUs) which are homogeneous areas of aggregated soil, landuse, and slope and are the smallest modeling units used within the model. In a given standard SWAT application, multiple potential HRUs (farm fields) in a subbasin are usually aggregated into a single HRU feature. In other words, the standard version of the model combines multiple potential HRUs (farm fields) with the same landuse/landcover, soil, and slope, but located at different places of a subbasin (spatially non-unique), and considers them as one HRU. In this study, ArcGIS pre-processing procedures were developed to spatially define a one-to-one match between farm fields and HRUs (spatially unique HRUs) within a subbasin prior to SWAT simulations to facilitate input processing, input/output mapping, and further analysis at the individual farm field level. Model input data such as landuse/landcover (LULC), soil, crop rotation, and other management data were processed through these HRUs. The SWAT model was then calibrated/validated for Raccoon River watershed in Iowa for 2002–2010 and Big Creek River watershed in Illinois for 2000–2003. SWAT was able to replicate annual, monthly, and daily streamflow, as well as sediment, nitrate and mineral phosphorous within recommended accuracy in most cases. The one-to-one match between farm fields and HRUs created and used in this study is a first step in performing LULC change, climate change impact, and other analyses in a more spatially explicit manner.

1 December 2017 in Science of The Total Environment
Verified
Journal Article
Closed access
ATAwoke Teshager
Awoke Teshager
Philip GassmanPhilip Gassman
Philip Gassman
SSSilvia Secchi
Silvia Secchi
JSJustin Schoof
Justin Schoof

21 March 2017 in Water
Verified
Journal Article
Open access
PDF file
Mou Leong TanMou Leong Tan
Mou Leong Tan
Philip GassmanPhilip Gassman
Philip Gassman
ACArthur Cracknell
Arthur Cracknell
Gridded climate products (GCPs) provide a potential source for representing weather in remote, poor quality or short-term observation regions. The accuracy of three long-term GCPs (Asian Precipitation—Highly-Resolved Observational Data Integration towards Evaluation of Water Resources: APHRODITE, Precipitation Estimation from Remotely Sensed Information using Artificial Neural Network-Climate Data Record: PERSIANN-CDR and National Centers for Environmental Prediction Climate Forecast System Reanalysis: NCEP-CFSR) was analyzed for the Kelantan River Basin (KRB) and Johor River Basin (JRB) in Malaysia from 1983 to 2007. Then, these GCPs were used as inputs into calibrated Soil and Water Assessment Tool (SWAT) models, to assess their capability in simulating streamflow. The results show that the APHRODITE data performed the best in precipitation estimation, followed by the PERSIANN-CDR and NCEP-CFSR datasets. The NCEP-CFSR daily maximum temperature data exhibited a better correlation than the minimum temperature data. For streamflow simulations, the APHRODITE data resulted in strong results for both basins, while the NCEP-CFSR data showed unsatisfactory performance. In contrast, the PERSIANN-CDR data showed acceptable representation of observed streamflow in the KRB, but failed to track the JRB observed streamflow. The combination of the APHRODITE precipitation and NCEP-CFSR temperature data resulted in accurate streamflow simulations. The APHRODITE and PERSIANN-CDR data often underestimated the extreme precipitation and streamflow, while the NCEP-CFSR data produced dramatic overestimations. Therefore, a direct application of NCEP-CFSR data should be avoided in this region. We recommend the use of APHRODITE precipitation and NCEP-CFSR temperature data in modeling of Malaysian water resources.