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Contents
Vol.
7, No. 2 Fall 2007
Vol.
7, No. 1 Spring 2007
Vol.
6, No. 2 Fall 2006
Vol.
6, No. 1 Spring 2006
Vol. 5, No. 2 Fall 2005
Vol.
5, No. 1 Spring 2005
Vol.
4, No. 2 Fall 2004
Vol.
4, No. 1 Spring 2004
Vol.
3, No. 2 Fall 2003
Vol. 3, No. 1 Spring
2003
Vol. 2,
No. 2 Fall 2002
Vol. 2,
No. 1 Spring 2002
Vol. 1, No. 1 Fall 2001
Submission Guidelines for Authors
Review Process
Editorial Board
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version of JOSH
Copyright Policy
Copyright © 2001 - 2008
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Case Studies of Applying Urban Surface Data in Evaluating Stormwater
Management Issues (06-0334)
Ian Brodie and Frank Young
Abstract
Pollutant load
estimation is often required to evaluate stormwater management
issues associated with water quality and urban development. Land
use (e.g. residential, commercial) is commonly employed as a
base to spatially characterize the pollutant generation from
urban areas. This paper demonstrates an alternative approach of
using surface type (e.g. road, roof, grassed) to define
suspended solids loads in runoff from urban catchments. Three
case studies are provided to illustrate the potential of using
this surface based approach. The case studies analyzed are 1) a
comparison of the suspended particle loads generated from
residential and commercial land uses, 2) an assessment of the
effect of exposed areas of bare soil on suspended particle loads
generated from a residential catchment and 3) an evaluation of
the effect that widespread adoption of rainwater tanks may have
on the suspended particle concentration of residential urban
runoff. The case studies demonstrate that the surface based
approach provides a fundamental understanding of the main
contributors to stormwater pollutant load generated from urban
catchments. This level of understanding can not be gained by the
more generic and lumped approach of using land use to define the
hydrological and pollutant generation impacts of urban
catchments. The surface based approach is also GIS compatible
as briefly discussed in this paper.
Keywords:
Urban runoff, impervious surfaces, suspended solids, stormwater
management, non-point source pollution
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Application
of an artificial neural network to estimate groundwater level
fluctuation Azhar K. Affandi, Kunio Watanabe and
Haryadi Tirtomihardjo (06-0340)
ABSTRACT
This paper examines and compares the capability of an artificial
neural network (ANN) with five different backpropagation (BP)
algorithms, namely Gradient descent with momentum (GDM),
Gradient descent with adaptive learning rate and momentum (GDX),
The
Fletcher-Reeves
Conjugate gradient (CGF), Quasi-Newton (BGF) and Levenberg-Marquardt
(LM), and a radial basis function (RBF) architecture for
estimating groundwater level fluctuation (GLF). MATLAB was used
to develop the ANN programming. Five-daily measurements of GLF
in an observation well provided the data for analyzing the
model. An input model using six time lags to estimate actual GLF
and 10 hidden nodes gave an optimum result. In general, the work
showed that an ANN could be used to estimate GLF even with
relatively few data samples. The Levenberg-Marquardt (LM)
algorithm was not only the best algorithm in the BP class but
also delivered better results than RBF. This result may be very
useful in helping developing countries develop groundwater
monitoring and management systems. Such countries typically have
very few observation wells and lack long-period time-series data
due to budget limitations and government policy.
Keywords:
groundwater level fluctuation, estimating, artificial neural
network, backpropagation algorithms, radial basis function,
MATLAB.
Abstract
Elevated
arsenic in groundwater is the greatest environmental problem in
Bangladesh. Spatial variability of arsenic in groundwater has
been examined by semivariogram analysis that revealed high
degree of small-scale spatial variability in alluvial aquifers.
Small-scale variability of arsenic concentrations, indicated by
high “nugget” values in semivariograms, is associated with
heterogeneity in local-scale geology and geochemical processes.
In unsampled locations, arsenic concentrations have been
predicted using both deterministic and stochastic prediction
methods. Natural neighbor (NN) method predicted better than
inverse distance to power (IDP) method, and small-scale
variations of arsenic concentrations are preserved. Ordinary
kriging (OK) method on the untransformed arsenic data and their
residual values performed considerably in predicting spatial
arsenic distributions on regional-scale. Predicted results are
evaluated by cross-validation, mean prediction error, and root
mean square methods. Results show that approximately 25% area of
Bangladesh, excluding Chittagong Hill Tracts and southern
coastal parts, is below the concentration of 10 µg L-1
of arsenic. Approximately, 43% area in Bangladesh has
arsenic concentrations of 10-50 µg L-1 at shallow
depth (< 25 m). More than 17% area has arsenic concentrations
between 50 µg L-1 and 100 µg L-1. High
density dataset and small-scale modeling would perform better in
prediction of spatial distributions of groundwater arsenic.
Sequential simulation and co-kriging methods can be applied to
evaluate the spatial distributions of arsenic in groundwater in
Bangladesh.
Keywords:
Arsenic, Bangladesh, distribution, spatial variability,
semivariogram, prediction models.
ABSTRACT
A model is developed to understand the relationship between
satellite-derived NDVI and rainfall data in a large tropical
catchment. Two Fourier-based modeling techniques with a seasonal
component, viz. a seasonal model (SM) and a linear perturbation
model (LPM) are tested, and their performance in reproducing the
observed NDVI was evaluated. The methodology makes use of 15
years of
10-day composite time series
data of rainfall and NDVI, which is estimated from NOAA-AVHRR
data, both of which constitute concurrent data from 1982-96. The
models are applied to a large catchment system of the Rufiji
basin in Tanzania, with a network of 26 stations rainfall record
and Thiessen polygon-interpolated spatially averaged NDVI data.
The application of the SM model in forecasting NDVI and
the LPM in relating NDVI and Rainfall at the 26 stations in the
basin has been tested using the Nash and Sutcliffe (1970) model
efficiency criterion. The linear perturbation model performed
better than the simple seasonal model. The average model
efficiency at the 26 stations considered during calibration and
verification, are 0.64 and 0.54 for the LPM, and 0.62 and 0.49
for the SM, respectively. The approach can be used to improve
our understanding of vegetation-rainfall relationships as well
soil-vegetation-atmospheric processes, thus contributing to
enhance hydrologic modeling of tropical watersheds.
KEYWORDS: NDVI, rainfall, modelling, calibration,
verification
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Evaluation of the Wetland Mapping Methods using Landsat ETM+ and
SRTM Data Kulawardhana,
R. W., Thenkabail, P. S., Vithanage, J., Biradar, C.,
Islam Md. A.,
Gunasinghe, S., Alankara, R. 03-0350
Abstract
Overarching goal of this paper was to evaluate automated and
semi-automated methods of mapping wetlands using Landsat ETM+
and SRTM data.
Automated methods consisted of: (a) slope derived from SRTM, (b)
Tasseled cap Wetness Index (TCWI), (c) Normalized Difference
Water Index (NDWI), (d) multi-band vegetation indices (MBVIs),
(e) two band vegetation indices (TBVIs), (f) normalized
difference vegetation index (NDVI), and (g) data fusion
involving ETM+ and SRTM and then classifying the same. The best
of these indices or methods provide an accuracy of less than 30
percent with high errors of omissions and\or commissions.
Semi-automated methods consisted of 3 key techniques: (a) image
enhancements to highlight wetlands, (b) image display to discern
precise boundaries of wetlands, and (b) digitizing directly off
screen to separate wetlands from their neighboring landscape.
The most useful displays of ETM+ image enhancements (e.g.,
ratios) and band combinations, displayed as false color
composite (FCCs) of RGBs were: (a) NIR/SWIR2, NIR/red, NIR/green;
(b) NIR, Red, SWIR1; and (c) red, green, blue. The near-infrared
(NIR) is centered at 0.825 μm
and the short-wave infrared bands 1 and 2 (SWIR1 and SWIR2) are
centered at 1.650 μm and 2.22 μm.
The SRTM slope threshold of less than 1 percent was also very
useful in delineating higher-order floodplain wetland
boundaries.
The
wetlands were delineated with an accuracy of 86.4 percent using
the semi-automated methods. The total wetland area in the
Limpopo river basin was 12.5 percent of the total basin area of
41.5 million hectares. The overall accuracy of the 4 aggregated
wetland classes in the basin was 82 percent with reasonable
errors of omissions (20 percent) and low errors of commissions
(12 percent).
Keywords:
wetlands, remote sensing, mapping, delineation, automated
methods, semi-automated methods, Limpopo river basin.
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