25 research outputs found

    Optimal Design or Rehabilitation of an Irrigation Project\u27s Pipe Network

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    Ensemble Prediction of Stream Flows Enhanced by Harmony Search Optimization

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    This work presents the application of a data-driven model for streamflow predictions, which can be one of the possibilities for the preventive protection of a population and its property. A new methodology was investigated in which ensemble modeling by data-driven models was applied and in which harmony search was used to optimize the ensemble structure. The diversity of the individual basic learners which form the ensemble is achieved through the application of different learning algorithms. In the proposed ensemble modeling of river flow predictions, powerful algorithms with good performances were used as ensemble constituents (gradient boosting machines, support vector machines, random forests, etc.). The proposed ensemble provides a better degree of precision in the prediction task, which was evaluated as a case study in comparison with the ensemble components, although they were powerful algorithms themselves. For this reason, the proposed methodology could be considered as a potential tool in flood predictions and prediction tasks in general

    River Flows Prediction By Ensemble Model

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    This review paper will deal with the possibilities of applying the R programming language in water resources and hydrologic applications in education and research. The objective of this paper is to present some features and packages that make R a powerful environment for analyzing data from the hydrology and water resources management fields, hydrological modelling, the post-processing of the results of such modelling, and other tasks

    Conversion of the Time Series of Measured Soil Moisture Data to a Daily Time Step – A Case Study Utilizing the Random Forests Algorithm

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    Modeling the water content in soil is important for the development of agricultural information systems. Various data are necessary for such modelling. In this paper the authors are proposing a methodology for a frequent situation, i.e., when the modeler is facing a problem due to the lack of available data. Soil water prediction, e.g., for irrigation planning, should be performed with a daily time step. Unfortunately, past measurements of soil moisture, which are necessary for the calibration of a model, are often not available at such a frequency. In the case study presented the soil moisture data were acquired every two weeks. The authors have tested a model utilizing the Random Forests (RF) algorithm, which was used for the conversion of the original data to data with a daily time step. The accuracy of the application of RF to this task is compared with a neural network-based model. The testing accomplished shows that the RF algorithm performs with a higher degree of accuracy and is more suitable for this task

    Using R in Water Resources Education

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    This review paper will deal with the possibilities of applying the R programming language in water resources and hydrologic applications in education and research. The objective of this paper is to present some features and packages that make R a powerful environment for analysing data from the hydrology and water resources management fields, hydrological modelling, the post processing of the results of such modelling, and other task. R is maintained by statistical programmers with the support of an increasing community of users from many different backgrounds, including hydrologists, which allows access to both well established and experimental techniques in various areas

    Support Of Teaching And Research In Hydroinformatics With R

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    R is a free software programming language and environment for statistical computing and graphics. Polls and surveys show that R\u27s popularity has increased substantially in recent years. The objective of this paper is to review features that make R a powerful environment for pre-processing and analyzing data from hydrology and water resources management, and for various other tasks such as hydrological processes modeling, time series analysis, trend analysis, GIS analysis of the watershed, geostatistics, extreme value analysis and various other tasks. This review paper will deal with the possibilities of applying the R programming language in water resources and hydrologic applications in education and research. Its possibility of extension is widely used by R users from many different backgrounds. Consequently this leads to one of the best things about R, which is the large amount of existing add-ins (so-called “packages”), which are aimed at solving various tasks in different fields including hydrology, water resources and meteorology. Authors would like to stress, that a tool as R is very useful, e.g., in the process of learning some difficult subject related to an analysis of hydrological data (e.g., copulas). In R one has possibility of easily trying corresponding computations, which are otherwise only described by complicated theories. Of course it is necessary to know the background of computations, but it is very helpful in the process of learning some intimidating and complicated subject, if one knows that he can do the very thing which is trying to understand

    Pressure-dependent EPANET extension

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    In water distribution systems (WDSs), the available flow at a demand node is dependent on the pressure at that node. When a network is lacking in pressure, not all consumer demands will be met in full. In this context, the assumption that all demands are fully satisfied regardless of the pressure in the system becomes unreasonable and represents the main limitation of the conventional demand driven analysis (DDA) approach to WDS modelling. A realistic depiction of the network performance can only be attained by considering demands to be pressure dependent. This paper presents an extension of the renowned DDA based hydraulic simulator EPANET 2 to incorporate pressure-dependent demands. This extension is termed “EPANET-PDX” (pressure-dependent extension) herein. The utilization of a continuous nodal pressure-flow function coupled with a line search and backtracking procedure greatly enhance the algorithm’s convergence rate and robustness. Simulations of real life networks consisting of multiple sources, pipes, valves and pumps were successfully executed and results are presented herein. Excellent modelling performance was achieved for analysing both normal and pressure deficient conditions of the WDSs. Detailed computational efficiency results of EPANET-PDX with reference to EPANET 2 are included as well

    Automatyczna kalibracja symulacyjnego modelu projektów nawodnieniowych metodą optymalizacji poszukiwań harmonii

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    The paper deals with calibration of the simulation models of hydraulic part of an irrigation project. Calibrated simulation model can be used in design, reconstruction, enlargement or maintenance of the pressurized irrigation systems. Computer model of the water distribution system is a valuable tool which can assist engineers and planners in analyzing the hydraulic performance of water delivery systems. Calibration of the water distribution model consists in comparison of pressures and flows predicted with observed pressures and flows for known operating conditions (i.e., pump operation, tank levels, pressure-reducing valve settings), and adjustment of the input data for the model to improve agreement between observed and predicted values. In practice, given a set or sets of measured state variables, engineers apply trial and error techniques with their judgment to vary the parameters and accomplish this task. Trial and error techniques are tedious do not guarantee reasonable results. The paper introduces the methodology of determination of calibrated parameters automatically. Described methodology of calibration is based on optimizing procedures using the harmony search approach.W artykule opisano użycie modeli symulacyjnych w projektowaniu i utrzymaniu ciśnieniowych systemów nawadniających. Aby zastosować modele symulacyjne np. do projektowania przebudowy takich systemów, należy je skalibrować. Tradycyjnie kalibracja modelu sieci hydraulicznej była uciążliwym zadaniem. Autor modelu zmieniał wartości parametrów metodą prób i błędów, aby osiągnąć efekt, który według niego doprowadzi do zbieżności obliczonych i pomierzonych danych. W artykule zaproponowano metodologię automatycznego ustalania parametrów kalibracji. Opisana metodologia opiera się na procedurach optymalizacyjnych, stosujących metodę poszukiwania harmonii. Celem jest zbudowanie matematycznego modelu, którego przewidywania będą ściśle zgodne z obserwacjami terenowymi. W związku z tym otwiera się pole do kalibracji, którą wydajniej i w sposób bardziej spójny można przeprowadzić techniką optymalizacji (np. HS) niż tradycyjnym sposobem prób i błędów. Wyniki obliczeń w systemie kalibrowanym dla warunków testowych ujawniły rozbieżności ciśnienia, sięgające 4,8% i przepływu - 4,9%. Otrzymane wyniki cechuje więc dobra zgodność. Większa rozbieżność pomiędzy obserwowanymi i obliczonymi przepływami spowodowana była np. przez oscylacje tego parametru w związku z niestabilnością przepływu. Jak już wspomniano, dokładność kalibracji zależy nie tylko od zestawu współczynników szorstkości, ale także od innych parametrów, które mogą generować rozmaite błędy. Dokładniejsze wyniki można uzyskać, stosując dodatkowe specyfikacje, takie jak długość odcinka określona na podstawie mapy w skali 1:2000 (dane numeryczne były niedostępne). Dokładniejszą długość odcinka można uzyskać albo z profilu wzdłużnego, albo mierząc długość bezpośrednio w terenie. Końcowy wynik potwierdza przydatność metody nawet w przypadku niewystarczającej ilości dostępnych danych, co często zdarza się w praktyce

    Conversion Between Soil Texture Classification Systems Using the Random Forest Algorithm

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    This study focuses on the reclassification of a soil texture system following a hybrid approach in which the conventional particle-size distribution (PSD) models are coupled with a random forest (RF) algorithm for achieving more generally applicable and precise outputs. The existing parametric PSD models that could be used for this purpose have various limitations; different models frequently show unequal degrees of precision in different soils or under different environments. The authors present in this article a novel ensemble modeling approach in which the existing PSD models are used as ensemble members. An improvement in precision was proved by better statistical indicators for the results obtained, and the article documents that the ensemble model worked better than any of its constituents (different existing parametric PSD models). This study is verified by using a soil dataset from Slovakia, which was originally labeled by a national texture classification system, which was then transformed to the USDA soil classification system. However, the methodology proposed could be used more generally, and the information provided is also applicable when dealing with the soil texture classification systems used in other countries

    Multiobjective memetic algorithm applied to the optimisation of water distribution systems

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    Finding low-cost designs of water distribution systems (WDSs) which satisfy appropriate levels of network performance within a manageable time is a complex problem of increasing importance. A novel multi-objective memetic algorithm (MA) is introduced as a solution method to this type of problem. The MA hybridises a robust genetic algorithm (GA) with a local improvement operator consisting of the classic Hooke and Jeeves direct search method and a cultural learning component. The performance of the MA and the GA on which it is based are compared in the solution of two benchmark WDS problems of inreacing size and difficulty. Solutions that are superior to those reported previously in the literature were achieved. The MA is shown to outperform the GA in each case, indicating that this may be a useful tool in the solution of real-world WDS problems. The potential benefits from search space reduction are also demonstrated
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