Catchment classification: multivariate statistical analyses for physiographic...IJERA Editor
The objective of this study was to determine physiographic similarity, as indicator of hydrologic similarity
between catchments located in the Upper Niger Basin, and to derive the dominant factors controlling each group
singularity. We utilized a dataset of 9 catchments described by 16 physical and climatic properties distributed
across a wide region with strong environmental gradients. Catchments attributes were first standardized before
they underwent an integrated exploratory data analysis composed by Principal Component Analysis (PCA)
followed by Hierarchical Clustering. Results showed a clear distribution into 2 major clusters: a group of
easterly flat catchments and another of westerly hilly catchments. This nomenclature came from the
interpretation of the main factors, topography and longitude, that seem to control the most important variability
between both clusters. In addition, the hilly catchments were designated to be dominated by forest and
ACRISOL soil type, two additional drivers of similarity. The outcome of this study can help understanding
catchment functioning and provide a support for regionalization of hydrological information.
Catchment classification: multivariate statistical analyses for physiographic...IJERA Editor
The objective of this study was to determine physiographic similarity, as indicator of hydrologic similarity
between catchments located in the Upper Niger Basin, and to derive the dominant factors controlling each group
singularity. We utilized a dataset of 9 catchments described by 16 physical and climatic properties distributed
across a wide region with strong environmental gradients. Catchments attributes were first standardized before
they underwent an integrated exploratory data analysis composed by Principal Component Analysis (PCA)
followed by Hierarchical Clustering. Results showed a clear distribution into 2 major clusters: a group of
easterly flat catchments and another of westerly hilly catchments. This nomenclature came from the
interpretation of the main factors, topography and longitude, that seem to control the most important variability
between both clusters. In addition, the hilly catchments were designated to be dominated by forest and
ACRISOL soil type, two additional drivers of similarity. The outcome of this study can help understanding
catchment functioning and provide a support for regionalization of hydrological information.
Suspended Sediment Rating Curve for Tigris River Upstream Al- Betera RegulatorIJRES Journal
In this study, suspended sediment rating curves for sediment concentration for a section of Tigris
River located upstream AL-Betera regulator, Maysan province. For this purpose. Also, for each observation, the
river discharge was measured using the ADCP . Abased previous years data have been benefiting from the
vicissitudes of time of study area and took the annual discharge rate for each year and then entered into the
equation for calculation of suspended sediment through draw the relationship between discharge and sediment
suspended ,noticed power link between data and a good agreement between the power relation and the observed
data were achieved depending on the value of correlation coefficient R.
The Development of a Catchment Management Modelling System for the Googong Re...GavanThomas
A scenario assessment model to assist the end-user in determining priorities for a series of agreed management prescriptions that can be enacted through controls on existing landuse
Assessing the ability of SWAT as a water quality model in the Lake Victoria b...Timo Brussée
There is a need for a water quality model for use in the Lake Victoria basin countries in East-Africa. The
region is characterised by data scarcity, a tropical climate and riverine, lacustrine tidal wetlands which form
an important buffer to riverine pollution of the lake. These characteristics of the basin form a challenge for
water quality models. The objective is to state the strengths and weaknesses of a potential water quality
model under these challenging conditions. This objective is executed with the soil water assessment tool
(SWAT) in a catchment of the Lake Victoria Basin as pilot area. The pilot area of the Mara river basin is
hydrologically complex containing tropical and plantation forest, savanna, grasslands, bi-annual agriculture,
shrublands and wetlands. It has varied soil types and bi-annual rain seasons
The study consist of literature research and flow simulation of the transboundary Mara river basin. The
model study aims to characterise the hydrology in the pilot area. The study includes a thorough analysis of
rainfall, stage and flow data. Model preparation steps include the use of weighted-area rainfall estimation
methods, climate model data and empirical derivation of soil input parameters. Discharge calibration
methods include multi-site calibration, by making use of an alternative objective function statistic for the
commonly used Nash-Sutcliffe Efficiency (NSE) called the Kling-Gupta Efficiency (KGE). The literature study
targets previous flow and water quality studies done in tropical or wetland areas, thereby looking to see how
these studies adapted to hydrological modelling with SWAT in tropical or wetland areas, and why theses
adaptions were made. The literature research also includes a comparison of wetland processes in SWAT
with the physical, biological and chemical processes as described in previous studies.
The Mara river basin flow simulation gave a satisfactory model performance for two out of three calibration
sites, thereby being able to give preliminary outputs on water-balance and other flow characteristics. During
research, a number of model, knowledge and data gaps were found to be critical for better understanding
the hydrological and water quality system workings in the Lake Victoria and Mara river basin. From the
model and literature study it is concluded that several issues on data scarcity and hydrological model
processes in the tropics can be overcome. These do not necessarily decrease model performance or
uncertainty in the SWAT model. However, wetland processes are oversimplified in SWAT. Modification and
coupled SWAT models yet have not been able to provide an alternative to the default model that adequately
represents the main flow, sediment and nutrients processes and fluxes that are present in Mara’s wetlands.
Using Computer-simulated hydrological model (SWAT) to estimate the ground-wat...Dhiraj Jhunjhunwala
This work is the result of a project-based course, Water Resources Engineering. The project is about the estimation of ground-water recharge due to rainfall in a US-based watershed. The semi-distributed hydrological model(SWAT) has been used to simulate the monthly input and output sub-basin-wise streamflow values,which have been used to compute the total infiltration. The results have been depicted in th form of various monthy and yearly infilration values
Suspended Sediment Rating Curve for Tigris River Upstream Al- Betera RegulatorIJRES Journal
In this study, suspended sediment rating curves for sediment concentration for a section of Tigris
River located upstream AL-Betera regulator, Maysan province. For this purpose. Also, for each observation, the
river discharge was measured using the ADCP . Abased previous years data have been benefiting from the
vicissitudes of time of study area and took the annual discharge rate for each year and then entered into the
equation for calculation of suspended sediment through draw the relationship between discharge and sediment
suspended ,noticed power link between data and a good agreement between the power relation and the observed
data were achieved depending on the value of correlation coefficient R.
The Development of a Catchment Management Modelling System for the Googong Re...GavanThomas
A scenario assessment model to assist the end-user in determining priorities for a series of agreed management prescriptions that can be enacted through controls on existing landuse
Assessing the ability of SWAT as a water quality model in the Lake Victoria b...Timo Brussée
There is a need for a water quality model for use in the Lake Victoria basin countries in East-Africa. The
region is characterised by data scarcity, a tropical climate and riverine, lacustrine tidal wetlands which form
an important buffer to riverine pollution of the lake. These characteristics of the basin form a challenge for
water quality models. The objective is to state the strengths and weaknesses of a potential water quality
model under these challenging conditions. This objective is executed with the soil water assessment tool
(SWAT) in a catchment of the Lake Victoria Basin as pilot area. The pilot area of the Mara river basin is
hydrologically complex containing tropical and plantation forest, savanna, grasslands, bi-annual agriculture,
shrublands and wetlands. It has varied soil types and bi-annual rain seasons
The study consist of literature research and flow simulation of the transboundary Mara river basin. The
model study aims to characterise the hydrology in the pilot area. The study includes a thorough analysis of
rainfall, stage and flow data. Model preparation steps include the use of weighted-area rainfall estimation
methods, climate model data and empirical derivation of soil input parameters. Discharge calibration
methods include multi-site calibration, by making use of an alternative objective function statistic for the
commonly used Nash-Sutcliffe Efficiency (NSE) called the Kling-Gupta Efficiency (KGE). The literature study
targets previous flow and water quality studies done in tropical or wetland areas, thereby looking to see how
these studies adapted to hydrological modelling with SWAT in tropical or wetland areas, and why theses
adaptions were made. The literature research also includes a comparison of wetland processes in SWAT
with the physical, biological and chemical processes as described in previous studies.
The Mara river basin flow simulation gave a satisfactory model performance for two out of three calibration
sites, thereby being able to give preliminary outputs on water-balance and other flow characteristics. During
research, a number of model, knowledge and data gaps were found to be critical for better understanding
the hydrological and water quality system workings in the Lake Victoria and Mara river basin. From the
model and literature study it is concluded that several issues on data scarcity and hydrological model
processes in the tropics can be overcome. These do not necessarily decrease model performance or
uncertainty in the SWAT model. However, wetland processes are oversimplified in SWAT. Modification and
coupled SWAT models yet have not been able to provide an alternative to the default model that adequately
represents the main flow, sediment and nutrients processes and fluxes that are present in Mara’s wetlands.
Using Computer-simulated hydrological model (SWAT) to estimate the ground-wat...Dhiraj Jhunjhunwala
This work is the result of a project-based course, Water Resources Engineering. The project is about the estimation of ground-water recharge due to rainfall in a US-based watershed. The semi-distributed hydrological model(SWAT) has been used to simulate the monthly input and output sub-basin-wise streamflow values,which have been used to compute the total infiltration. The results have been depicted in th form of various monthy and yearly infilration values
Scale-dependency and Sensitivity of Hydrological Estimations to Land Use and ...Beniamino Murgante
Scale-dependency and Sensitivity of Hydrological Estimations to Land Use and Topography for a Coastal Watershed in Mississippi - Vladimir J. Alarcon and Charles G. O’Hara
Modeling the Effects of Land Use Change on FloodingAdam Nayak
Due to population growth, urban areas in Oregon have been expanding, leading to increases in impervious surfaces and net losses in wetlands, riparian vegetation, and forestation in the Northwest. Utilizing ArcGIS and NOAA’s C-CAP imagery, this study classifies and analyzes urban land use changes between 1996 and 2010. These findings shed light on the importance of land use management in urban settings and are being used by local watershed councils to advocate for changes within their stream basins.
II WORKSHOP INTERNACIONAL: GESTÃO SUSTENTÁVEL DE RECURSOS HÍDRICOS NA AGRICULTURA IRRIGADA:
Pesquisa, Políticas Públicas, Extensão Rural e Participação dos Agricultores do Nebraska, USA e do Oeste da Bahia, Brasil
AUDITÓRIO AIBA - BARREIRAS, BA
AquaResource was contracted by the Province of Ontario to review Integrated Groundwater/Surface Water Models and provide recommendations on their applicability in the Province.
Similar to Hinshaw Davis Updating Catskill Mountain Regional Curves (20)
Hinshaw Davis Updating Catskill Mountain Regional Curves
1. Updating and Optimizing Catskill Mountain Bankfull Discharge and Hydraulic
Geometry Regional Relationships
Sarah Hinshaw, Stream Geomorphology Research Assistant, NYCDEP1
Amanda Cabanillas, Watershed Conservation Corps, SUNY New Paltz
Danyelle Davis, Stream Studies Coordinator, NYCDEP
Regionalized regression relationships (regional curves) that predict bankfull discharge (Qbf) and
associated channel dimensions as a function of drainage area are widely used in stream
diagnostic assessments, flow modeling, channel design, and classification. In 1999, the
NYCDEP Stream Management Program initiated the development of Qbf and bankfull hydraulic
geometry (HGbf) regional curves for the Catskill Mountain region based on surveys at 18 USGS
stream gage reaches. This first set of curves was stratified by mean annual runoff (MAR) and
hydrologic region (Miller & Davis 2003). Our study further develops the existing curves and
evaluates the necessity of periodic regional curve revision by adding new USGS gage study
reaches to the previously existing data set. New site eligibility requires a minimum 10-year
period of record to verify field-identified bankfull stage with Log Pearson III flood frequency
analysis. Qbf calibration surveys were completed at 6 eligible gages in 2016. An additional site
used for model validation of the previous study was also added, producing a new total sample
size of 25. Flood frequency analyses were conducted for all gages in the complete dataset to
examine whether inclusion of additional records from the most recent decade alters annual
exceedance probability curves, and also to test the sensitivity of annual exceedance
probabilities associated with field-identified bankfull discharges to the use of different lengths or
subsets of the period of record. We present preliminary results of incorporating new study sites
and test regression relationship optimization by considering co-variables including but not
limited to: previous and updated hydrologic regions (Lumia, 1991; Lumia et al, 2006), MAR,
mean basin slope, and mean annual precipitation.
1
71 Smith Avenue. Kingston, NY 12401 | (828) 674-9141 | sarah.k.hinshaw@gmail.com
