JoSHJournal of Spatial Hydrology     ISSN: 1530-4736

An official publication of American Spatial Hydrology Union (ASHU)                   

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     Vol. 10. No. 1 Spring 2010

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     Vol. 9, No.1 Spring 2009

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Vol. 2, No. 1 Spring 2002

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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

  • 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, back propagation 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

 

  • 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.