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Tesi sul tema "Rainfall runoff model"

Autore: Grafiati
Pubblicato: 4 giugno 2021
Ultima modifica: 25 luglio 2025

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1

Marshall, Lucy Amanda Civil &amp Environmental Engineering Faculty of Engineering UNSW. "Bayesian analysis of rainfall-runoff models: insights to parameter estimation, model comparison and hierarchical model development." Awarded by:University of New South Wales. Civil and Environmental Engineering, 2006. http://handle.unsw.edu.au/1959.4/32268.

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Abstract (sommario):
One challenge that faces hydrologists in water resources planning is to predict the catchment???s response to a given rainfall. Estimation of parameter uncertainty (and model uncertainty) allows assessment of the risk in likely applications of hydrological models. Bayesian statistical inference, with computations carried out via Markov Chain Monte Carlo (MCMC) methods, offers an attractive approach to model specification, allowing for the combination of any pre-existing knowledge about individual models and their respective parameters with the available catchment data to assess both parameter
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2

Hundecha, Hirpa Yeshewatesfa. "Regionalization of parameters of a conceptual rainfall-runoff model." Stuttgart : Inst. für Wasserbau, 2005. http://deposit.ddb.de/cgi-bin/dokserv?idn=975655469.

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3

Fionda, Alexander Peter Anthony. "Rainfall-runoff model application in ungauged catchments in Scotland." Thesis, Uppsala universitet, Luft-, vatten och landskapslära, 2011. http://urn.kb.se/resolve?urn=urn:nbn:se:uu:diva-162181.

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Abstract (sommario):
The conceptual rainfall-runoff model Hysim is used to estimate the flow in ungauged catchments in Scotland by Scottish Water. However, there are non-quantified uncertainties associated with the outcomes of the modelling strategy used. In order to identify and quantify these uncertainties it was necessary to use the framework of proxy-basin validation in order to evaluate the performance of different modelling strategies.   The proxy-basin validation test requires hydrologically analogous catchments for the evaluation of models, a Region Of Influence regionalisation method was used in order gro
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4

Hundecha, Hirpa Yeshewatesfa. "Regionalization of parameters of a conceptual rainfall-runoff model." Stuttgart Inst. für Wasserbau, 2004. http://deposit.d-nb.de/cgi-bin/dokserv?idn=975655469.

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5

Ndiritu, John G. "An improved genetic algorithm for rainfall-runoff model calibration /." Title page, contents and abstract only, 1998. http://web4.library.adelaide.edu.au/theses/09PH/09phn337.pdf.

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6

Smith, Paul James. "Probabilistic flood forecasting using a distributed rainfall-runoff model." 京都大学 (Kyoto University), 2006. http://hdl.handle.net/2433/143966.

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Kyoto University (京都大学)<br>0048<br>新制・課程博士<br>博士(工学)<br>甲第12267号<br>工博第2596号<br>新制||工||1366(附属図書館)<br>24103<br>UT51-2006-J260<br>京都大学大学院工学研究科都市社会工学専攻<br>(主査)教授 小尻 利治, 教授 池淵 周一, 教授 中北 英一<br>学位規則第4条第1項該当
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7

Tecle, Aregai, Paul Heinrich, John Leeper, and Jolene Tallsalt-Robertson. "Rainfall-Runoff Model for Black Creek Watershed, Navajo Nation." Arizona-Nevada Academy of Science, 2012. http://hdl.handle.net/10150/301297.

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From the Proceedings of the 2012 Meetings of the Hydrology Section - Arizona-Nevada Academy of Science - April 14,2012, Glendale Community College, Glendale, Arizona<br>This paper develops a rainfall-runoff model for estimating surface and peak flow rates from precipitation storm events on the Black Creek watershed in the Navajo Nation. The Black Creek watershed lies in the southern part of the Navajo Nation between the Defiance Plateau on the west and the Chuska Mountains on the east. The area is in the semiarid part of the Colorado Plateau on which there is about 10 inches of precipitation a
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8

Palanisamy, Bakkiyalakshmi. "Evaluation of SWAT model - subdaily runoff prediction in Texas watersheds." Texas A&M University, 2003. http://hdl.handle.net/1969.1/5921.

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Spatial variability of rainfall is a significant factor in hydrologic and water quality modeling. In recent years, characterizing and analyzing the effect of spatial variability of rainfall in hydrologic applications has become vital with the advent of remotely sensed precipitation estimates that have high spatial resolution. In this study, the effect of spatial variability of rainfall in hourly runoff generation was analyzed using the Soil and Water Assessment Tool (SWAT) for Big Sandy Creek and Walnut Creek Watersheds in North Central Texas. The area of the study catchments was 808 km2 and 1
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9

Goodrich, David Charles. "Basin Scale and Runoff Model Complexity." Department of Hydrology and Water Resources, University of Arizona (Tucson, AZ), 1990. http://hdl.handle.net/10150/614028.

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Abstract (sommario):
Distributed Rainfall-Runoff models are gaining widespread acceptance; yet, a fundamental issue that must be addressed by all users of these models is definition of an acceptable level of watershed discretization (geometric model complexity). The level of geometric model complexity is a function of basin and climatic scales as well as the availability of input and verification data. Equilibrium discharge storage is employed to develop a quantitative methodology to define a level of geometric model complexity commensurate with a specified level of model performance. Equilibrium storage ra
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10

JAIN, MAYUR. "RAINFALL-RUNOFF MODELLING OF BETWA BASIN USING SWAT TOOL." Thesis, DELHI TECHNOLOGICAL UNIVERSITY, 2021. http://dspace.dtu.ac.in:8080/jspui/handle/repository/18819.

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The hydrologist is under stress that how to analyze the catchment so that it could manage it properly and develop water resource project. To reduce their complexity in analyzing various engineering problems like reservoir storage, flood protection, forecasting, drainage system design Hydrologists used hydrological modeling so that he could give a solution to the difficult problem. To find runoff from Betwa basin which comes under the Ganga basin, ArcSWAT software have been used along with ArcGIS software In Actual, SWAT is distributed parameter model which be used to find surplus
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11

Young, Andrew Richard. "Regionalising a daily rainfall runoff model within the United Kingdom." Thesis, University of Southampton, 2000. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.340664.

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12

Reed, Seann Mischa. "Use of digital soil maps in a rainfall-runoff model /." Digital version accessible at:, 1998. http://wwwlib.umi.com/cr/utexas/main.

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13

Sumner, Neil R. "Calibration of a conceptual rainfall-runoff model using simulated annealing." Thesis, Edith Cowan University, Research Online, Perth, Western Australia, 1995. https://ro.ecu.edu.au/theses/1169.

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Abstract (sommario):
Simulated annealing (Kirkpatrick et al, 1983) is used to estimate the parameters of a mathematical model that predicts the water yield from a catchment. The calibration problem involves finding the global minimum of a multivariate function that has many extraneous local minima, a situation in which conventional optimisation methods are ineffective. The objective function which quantifies discrepancies between the computed and observed streamflows must be carefully selected to satisfy the least square assumptions. Several published simulated annealing algorithms have been implemented, tested an
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14

Sulistiyono, Heri. "Rainfall-runoff model calibration using experimental designs and response surface methodology." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1999. http://www.collectionscanada.ca/obj/s4/f2/dsk1/tape8/PQDD_0001/MQ42452.pdf.

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15

Zhang, Yanlong. "Calibration of physically-based distributed rainfall-runoff model with radar data." Thesis, Massachusetts Institute of Technology, 1995. http://hdl.handle.net/1721.1/37760.

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16

Kapangaziwiri, Evison. "Revised parameter estimation methods for the Pitman monthly rainfall-runoff model." Thesis, Rhodes University, 2008. http://hdl.handle.net/10962/d1006172.

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Abstract (sommario):
In recent years, increased demands have been placed on hydrologists to find the most effective methods of making predictions of hydrologic variables in ungauged basins. A huge part of the southern African region is ungauged and, in gauged basins, the extent to which observed flows represent natural flows is unknown, given unquantified upstream activities. The need to exploit water resources for social and economic development, considered in the light of water scarcity forecasts for the region, makes the reliable quantification of water resources a priority. Contemporary approaches to the probl
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17

Luckemeier, Richard Ewald 1948. "A rainfall-runoff model for an urban watershed in Tucson, Arizona." Thesis, The University of Arizona, 1989. http://hdl.handle.net/10150/277165.

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Abstract (sommario):
The U.S. Geological Survey and the City of Tucson, Arizona, have been collecting rainfall and runoff data on several watersheds in the Tucson area for several years. Among the purposes of this project is to use the data to test rainfall-runoff models in an effort to find one to successfully simulate flood flows in Tucson. One such model, the Distributed Routing Rainfall-Runoff Model (DR3M), was tested using data collected on Rob Wash in Tucson. It was found DR3M performs about as well as it does in other parts of the United States, although it tends to underestimate flood flows for large storm
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18

Neri, Mattia <1990&gt. "Innovative methodologies for enhancing the regionalisation of rainfall-runoff model parameters." Doctoral thesis, Alma Mater Studiorum - Università di Bologna, 2021. http://amsdottorato.unibo.it/9858/1/PhDThesis_NeriMattia_final.pdf.

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Abstract (sommario):
The present research work focuses on the regionalisation of rainfall-runoff model parameters, fundamental for the implementation of hydrological models in ungauged basins and needed to reproduce the actual sequence of river discharge in time. Regionalisation of parameters is based on the transfer of information from hydrologically similar gauged basins to ungauged basins. This work provides further insights on parameter regionalisation and catchment similarity through the application of innovative methodologies to support the existing knowledge. The first experiment develops a methodology to
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19

Karnieli, Arnon 1952. "Storm runoff forecasting model incorporating spatial data." Diss., The University of Arizona, 1988. http://hdl.handle.net/10150/191138.

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This study is concerned with design forecasting of storm hydrographs with emphasis on runoff volume and peak discharge. The objective of the study was to develop, calibrate and test a method for forecasting storm runoff from small semi-arid watersheds using an available prediction model. In order to turn the selected prediction model into a forecasting model an objective procedure in terms of an API-type model was developed for evaluating the soil moisture deficit in the upper soil layer at the beginning of each storm. Distinction was made between the physically-based parameters and the other
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20

Hairsine, Peter Brian. "A Physically Based Model of the Erosion of Cohesive Soils." Thesis, Griffith University, 1988. http://hdl.handle.net/10072/366307.

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Abstract (sommario):
A new model of the erosion by water of cohesive soils is developed using physical principles. The theoretical framework which is developed recognises the changing nature of the eroding surface of a soil. Raindrop impact and overland flow are considered to act upon a soil surface so removing soil from the cohesive original (or parent) soil. Once this soil enters the overland flow, either as aggregates or primary particles, it is considered to return to the soil bed, from which it may be re-removed. The development of a deposited layer makes it necessary to distinguish between processes removing
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21

El-Hames, A. S. "A physically-based model for the prediction of flood hydrographs in arid zone catchments." Thesis, University of Cambridge, 1993. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.306990.

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22

Alam, Abul Hasan Mohammad Badiul. "Development of distributed rainfall-runoff model with soil moisture model and its parameter identification." Kyoto University, 2007. http://hdl.handle.net/2433/136523.

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Kyoto University (京都大学)<br>0048<br>新制・課程博士<br>博士(農学)<br>甲第13104号<br>農博第1609号<br>新制||農||940(附属図書館)<br>学位論文||H19||N4230(農学部図書室)<br>UT51-2007-H377<br>京都大学大学院農学研究科地域環境科学専攻<br>(主査)教授 河地 利彦, 教授 三野 徹, 教授 谷 誠<br>学位規則第4条第1項該当
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23

Hairsine, Peter Brian, and n/a. "A Physically Based Model of the Erosion of Cohesive Soils." Griffith University. Division of Australian Environmental Studies, 1988. http://www4.gu.edu.au:8080/adt-root/public/adt-QGU20050826.114613.

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Abstract (sommario):
A new model of the erosion by water of cohesive soils is developed using physical principles. The theoretical framework which is developed recognises the changing nature of the eroding surface of a soil. Raindrop impact and overland flow are considered to act upon a soil surface so removing soil from the cohesive original (or parent) soil. Once this soil enters the overland flow, either as aggregates or primary particles, it is considered to return to the soil bed, from which it may be re-removed. The development of a deposited layer makes it necessary to distinguish between processes removing
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24

Rybarczyk, Scott Michael 1974. "Formulation and testing of a distributed triangular irregular network rainfall/runoff model." Thesis, Massachusetts Institute of Technology, 2000. http://hdl.handle.net/1721.1/37045.

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Thesis (S.M.)--Massachusetts Institute of Technology, Dept. of Civil and Environmental Engineering, 2000.<br>Includes bibliographical references (p. 178-186).<br>In this thesis, a new distributed, continuous simulation model is developed for flood forecasting. This new model, tRIBS (triangulated Real-Time Interactive Basin Simulator), is created by integrating two models previously developed. A landscape evolution model, CHILD, is used to create the triangular irregular network (TIN) of tRIBS while the original RIBS model is used to provide runoff and saturated/unsaturated groundwater dynamics
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25

Bradley, Curtis M. "Effects of soil data resolution on modeling results using physically based rainfall-runoff model." Thesis, The University of Arizona, 2003. http://etd.library.arizona.edu/etd/GetFileServlet?file=file:///data1/pdf/etd/azu_etd_hy0033_m_sip1_w.pdf&type=application/pdf.

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26

Shbaita, Haytham [Verfasser], and Günter [Akademischer Betreuer] Meon. "Interaction between Input and Model Uncertainty for Distributed Rainfall-Runoff-Models / Haytham Shbaita ; Betreuer: Günter Meon." Braunschweig : Technische Universität Braunschweig, 2010. http://d-nb.info/1175825794/34.

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27

Kapangaziwiri, Evison. "Regional application of the Pitman monthly rainfall-runoff model in Southern Africa incorporating uncertainty." Thesis, Rhodes University, 2011. http://hdl.handle.net/10962/d1006178.

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Abstract (sommario):
Climate change and a growing demand for freshwater resources due to population increases and socio-economic changes will make water a limiting factor (in terms of both quantity and quality) in development. The need for reliable quantitative estimates of water availability cannot be over-emphasised. However, there is frequently a paucity of the data required for this quantification as many basins, especially in the developing world, are inadequately equipped with monitoring networks. Existing networks are also shrinking due mainly to shortages in human and financial resources. Over the past few
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28

Goodrich, David Charles. "Geometric simplification of a distributed rainfall-runoff model over a range of basin scales." Diss., The University of Arizona, 1990. http://hdl.handle.net/10150/185051.

Testo completo
Abstract (sommario):
Distributed rainfall-runoff models are gaining widespread acceptance; yet, a fundamental issue that must be addressed by all users of these models is definition of an acceptable level of watershed discretization (geometric model complexity). The level of geometric model complexity is a function of basin and climatic scales as well as the availability of input and verification data. Equilibrium discharge storage is employed to develop a quantitative methodology to define a level of geometric model complexity commensurate with a specified level of model performance. Equilibrium storage ratios ar
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29

Levick, Lainie Robin. "Prediction of Rainfall and Snowmelt Produced Runoff : Linking a Hydrologic Model with Remote Sensing and GIS." Thesis, The University of Arizona, 1998. http://etd.library.arizona.edu/etd/GetFileServlet?file=file:///data1/pdf/etd/azu_e9791_1998_36_sip1_w.pdf&type=application/pdf.

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30

Alavimoghaddam, Mohammadreza. "Assessing the ability of HEC-HMS rainfall-runoff model to simulate stream flow across Sweden." Thesis, Stockholms universitet, Institutionen för naturgeografi, 2017. http://urn.kb.se/resolve?urn=urn:nbn:se:su:diva-143345.

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Computer modeling is the powerful tool for simulating nature’s behavior; however, still more efforts are need for reaching perfect simulation with computer models (especially in the hydrological field of study). In this Master’s thesis, the accuracy of the HEC-HMS computer model for long term rainfall-runoff simulation was evaluated across Sweden. Five different catchments from north to south of Sweden were selected and then simulation have done for 34 years of available data. Simulation was conducted using daily, monthly and yearly time scale resolutions. Results from the north to the south o
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31

Reusser, Dominik, Theresa Blume, Bettina Schaefli, and Erwin Zehe. "Analysing the temporal dynamics of model performance for hydrological models." Universität Potsdam, 2009. http://opus.kobv.de/ubp/volltexte/2010/4511/.

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The temporal dynamics of hydrological model performance gives insights into errors that cannot be obtained from global performance measures assigning a single number to the fit of a simulated time series to an observed reference series. These errors can include errors in data, model parameters, or model structure. Dealing with a set of performance measures evaluated at a high temporal resolution implies analyzing and interpreting a high dimensional data set. This paper presents a method for such a hydrological model performance assessment with a high temporal resolution and illustrates its app
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32

Grini, Nicolò. "Real time flood forecasting for the Reno River (Italy) through the TOPKAPI rainfall-runoff model." Master's thesis, Alma Mater Studiorum - Università di Bologna, 2019. http://amslaurea.unibo.it/17710/.

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Floods are the most frequent catastrophic events worldwide in both urban and rural areas, with serious risks for people and their activities. Particular attention needs to be paid to the characteristics of torrential flood events, including their sudden appearance, destructivity, short duration and seasonal character. The forecast and simulation of torrential floods are essential for early flood warnings and planning of mitigation and management actions. The thesis applies the fully distributed physically based rainfall-runoff model TOPKAPI to the Reno catchment (northern Italy) with a focus o
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33

Faurés, Jean-Marc 1961. "Sensitivity of runoff to small scale spatial variability of observed rainfall in a distributed model." Thesis, The University of Arizona, 1990. http://hdl.handle.net/10150/192050.

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The spatial variability of rainfall is known to play an important role in the process of surface runoff generation. Yet, the typical assumption of uniform rainfall is still applied in modeling the hydrological behavior of small watersheds. To investigate the validity of this assumption, an experiment was conducted in a small catchment (4.4 ha) in a semi-arid environment. The distributed model KINEROS was used to assess the sensitivity of predicted runoff to rainfall variability. Uncertainties in estimating rainfall input were shown to have three major components: measurement errors, spatial va
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34

Knoppová, Kateřina. "Srážko-odtokový proces v podmínkách klimatické změny." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2018. http://www.nusl.cz/ntk/nusl-372312.

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The aim of The Diploma Thesis was to compile a conceptual rainfall-runoff model, that would be eligible to model discharge in conditions of climate changes. After thorough verifications of possible variants, user program Runoff Prophet that is eligible to simulate discharge in closing profile of any river basin was compiled within this paper. Runoff Prophet is deterministic lumped model with monthly computation time step and from the hydrologic phenomena it takes soil moisture, evapotranspiration, groundwater flow and the watercourse flow into account. Its calibration is based on the different
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35

Mwelwa, Elenestina Mutekenya. "The application of the monthly time step Pitman rainfall-runoff model to the Kafue River basin of Zambia." Connect to this title online, 2004. http://eprints.ru.ac.za/173/.

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36

Roy, Tirthankar, Hoshin V. Gupta, Aleix Serrat-Capdevila, and Juan B. Valdes. "Using satellite-based evapotranspiration estimates to improve the structure of a simple conceptual rainfall–runoff model." COPERNICUS GESELLSCHAFT MBH, 2017. http://hdl.handle.net/10150/623239.

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Daily, quasi-global (50° N–S and 180° W–E), satellite-based estimates of actual evapotranspiration at 0.25° spatial resolution have recently become available, generated by the Global Land Evaporation Amsterdam Model (GLEAM). We investigate the use of these data to improve the performance of a simple lumped catchment-scale hydrologic model driven by satellite-based precipitation estimates to generate streamflow simulations for a poorly gauged basin in Africa. In one approach, we use GLEAM to constrain the evapotranspiration estimates generated by the model, thereby modifying daily water balance
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37

Broekhuizen, Ico. "Uncertainties in rainfall-runoff modelling of green urban drainage systems : Measurements, data selection and model structure." Licentiate thesis, Luleå tekniska universitet, Arkitektur och vatten, 2019. http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-73367.

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Abstract (sommario):
Green urban drainage systems are used to avoid flooding and damages to people and property, while limiting the downstream flooding and water quality problems caused by pipe-based drainage systems. Computer models are used to analyse and predict the performance of such systems for design and operation purposes. Such models are simplifications of reality and based on uncertain measured data, so uncertainties will be involved in the modelling process and its outcomes, which can affect the design and operation of these systems. These uncertainties have been investigated extensively for traditional
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38

Tondu, Yohann. "Simulation of the Paris 1910 flood with a lumped hydrological model: the influence of frozen soil." Thesis, KTH, Vattendragsteknik, 2011. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-96310.

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In 1910, Paris experienced its biggest flood in the 20th century. In 2010, for the anniversary of this event – supposed to happen every 100 years ! – the flood prediction model that is now used on the Seine basin was tested on its simulation,… and failed to reproduce the observed flood volume. This paper will try to explain, and correct, such disappointing results. Many hypotheses have been tested and based on their results, it has been decided to develop a frost module in order to assess the influence of this phenomenon – that is not taken into account by the lumped hydrological model that is
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39

Tanaka, Tomohiro. "Extreme flood frequency analysis and flood risk curve development considering spatiotemporal rainfall variability." 京都大学 (Kyoto University), 2016. http://hdl.handle.net/2433/217150.

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40

Kamalu, E. C. "A laboratory study of soil erosion on a model road shoulder due to simulated rainfall and runoff." Thesis, Cranfield University, 1993. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.241229.

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41

Hsu, Shih-Jiun, and 徐士鈞. "Rainfall Runoff Model for Green Roof." Thesis, 2014. http://ndltd.ncl.edu.tw/handle/6qqjtn.

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碩士<br>國立臺灣海洋大學<br>河海工程學系<br>102<br>The great mass of green land in urban areas has been turned into impermeable pavement due to rapid urbanization in recent years. It has disturbed the urban hydrologic system resulting in urban flood problem which can’t be solved by traditional methods such as building storm water sewerage system, building detention/retention ponds, etc. Therefore, the new wave of Low Impact Development (LID) techniques have been advocated in recent years in US and other western countries to mitigate non-point source pollutants and storm water in urban areas. Green roof is one
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42

劉光武. "Studies on distributed rainfall-runoff model." Thesis, 1991. http://ndltd.ncl.edu.tw/handle/01514374952877252683.

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43

Yang, Tao-Chang, and 楊道昌. "A Study on Regional Continuous Rainfall-Runoff Model." Thesis, 1999. http://ndltd.ncl.edu.tw/handle/85487936370820245663.

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博士<br>國立成功大學<br>水利及海洋工程學系<br>87<br>ABSTRACT The theme aims at developing a strategy for calibrating a continuous rainfall-runoff model at ungauged catchments, in which water resource projects may be planned and the flow series can be simulated at the early stage of planning. Two major parts are included in the study. To improve the performance of a continuous rainfall-runoff model at gauged catchments is the first part to be investigated. The second part is to develop a strategy for model calibration at ungauged catchments by utilizing the results of the former.
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44

CHANG, CHENG, and 張琤. "Establishing Rainfall-Runoff Model Using Fuzzy Time Series." Thesis, 2018. http://ndltd.ncl.edu.tw/handle/dat375.

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碩士<br>逢甲大學<br>水利工程與資源保育學系<br>106<br>When forecasting the flow of typhoon flood event,the corresponding relationship between the rainfall and the discharge of the rising limb and falling limb are different. In this study, in order to explore the different hydrological characteristics of the rising fuzzy relation matrix and the falling fuzzy relation matrix. The two fuzzy relation matrix are used to predict the runoff by rainfall data, and provide related information to the policy-maker for reference. According to the trend of flow, this paper divide rainfall data into the rising limb and the f
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Sun, Wei Ting, and 孫維廷. "Appling the Distributed Surface-Runoff Components and a Tank Model to Establish a Rainfall-Runoff Model." Thesis, 2001. http://ndltd.ncl.edu.tw/handle/95468995396137048480.

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碩士<br>國立臺灣大學<br>土木工程學研究所<br>89<br>The objective of this study was to establish a short-term rainfall-runoff model that was composed of distributed-components of the sub-watershed and the tank model. This model could reflect the characteristics of the basin geomorphology and the real structure of the stream network. Hence, this model could provide another better method to simulate the rainfall-runoff of upland watersheds. Here the method to estimate the amount of infiltration adopted the method developed by Soil Conservation Service (SCS) for computing the abstraction from rainfall.
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Chuang, Wen-Nan, and 莊文南. "Effects of watershed urbanization on rainfall-runoff model parameters." Thesis, 2017. http://ndltd.ncl.edu.tw/handle/34559139049899911311.

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博士<br>國立中興大學<br>土木工程學系所<br>105<br>This study used a semi-distributed model with a parallel connection to examine the effects of urbanization variables. Data were obtained from watershed divisions displaying varying degrees of urbanization. The mean rainfall was calculated using the Kriging method. The model inputs, effective rainfall across the divisions, were obtained by subtracting mean rainfall from identical Φ-index values, based on the spatial-uniform loss assumption. Regression analysis determined the relationship between the parameters of 64 calibrations and urbanization variables among
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CHEN, SHEN JAN, and 陳信彰. "Uncertainty and Sensitivity Analysis of Distributed Rainfall- Runoff Model." Thesis, 1997. http://ndltd.ncl.edu.tw/handle/48013786198634694923.

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碩士<br>國立成功大學<br>水利及海洋工程學系<br>85<br>It has been known that hydrological processes (e.g., precipitation, infiltra-tion,... , etc.) over basin are heterogeneous. Traditionallumped rainfall-runo-ff models ignore the spatial heterogeneity ofhydrological processes. To simula-te hydrological heterogeneity over basin, distributed rainfall- runoff models w-ere used in this study, in which global optimization technique was applied for model calibration. The validation from three storm events conclude
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Zheng, Yuh-Chiou, and 鄭玉萩. "A Study on Grid-based Distributed Rainfall-Runoff Model." Thesis, 1995. http://ndltd.ncl.edu.tw/handle/84532959992605862818.

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Tsai, Yi-Hua, and 蔡宜樺. "Distributed Rainfall-Runoff Model Based on Triangulated Irregular Networks." Thesis, 1999. http://ndltd.ncl.edu.tw/handle/47925247246555434864.

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碩士<br>國立臺灣大學<br>農業工程學研究所<br>87<br>The objective of this study is to establish and evaluate a distributed rainfall-runoff model based on triangulated irregular networks (TIN). Because of reflecting real terrain as a distributed runoff process, this model should be able to provide a better application for rainfall-runoff simulation of upland watersheds. The triangulated irregular networks digital terrain model (TIN-DTM) is used to divide the project watershed and provides topographic data, which the model needs in the topographic analysis system. When developing a distributed rainfa
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Tseng, Tze-Lien, and 鄭子璉. "Study of Distributed Artificial Neural Network Rainfall-Runoff- Model." Thesis, 1996. http://ndltd.ncl.edu.tw/handle/22234240867796452727.

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碩士<br>國立成功大學<br>水利及海洋工程學系<br>84<br>The computer''s calculational ability has been much improvement in the last year. Artificial Neural Network (ANN) has an important breakthrough in theoretical, and it makes the ANN become very popular method of research among the Artificial Intelligence (AI). ANN basis on simulation of thinking and the ability to memorize of a living thing. Back-Propagation Neural Network (BPN) model is universality in exercise in this paper of ANN. Three Rainfall-Runoff-M
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