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Dissertations / Theses on the topic 'Deveplopment on the slope'

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Published: 28 June 2021

Last updated: 29 July 2025

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1

Veselá, Lenka. "Návrh udržitelné městské struktury - na bázi středověkého města - pro 21.století." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2021. http://www.nusl.cz/ntk/nusl-443714.

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The diploma thesis deals with a new development on the outskirts of Náměšť nad Oslavou in a locality behind the railway. The proposal addresses the possibility of connecting the area to the city, both road and pedestrian. The new development is located in a sloping terrain and complements the missing amenities in the area and adds new public spaces. in the area are designed houses, terraced houses and villa houses. The design respects the character of the place and the existing buildings in Náměšť nad Oslavou.

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2

Reeves, Bryan Anthony. "Slope stability radar /." [St. Lucia, Qld.], 2003. http://www.library.uq.edu.au/pdfserve.php?image=thesisabs/absthe17049.pdf.

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3

Larsson, Martin. "Road Slope Estimation." Thesis, Linköping University, Automatic Control, 2010. http://urn.kb.se/resolve?urn=urn:nbn:se:liu:diva-53884.

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<p>Knowledge about the current road slope can improve several applications in a heavy-duty vehicle such as predictive cruise control and automated gearbox control. In this thesis the possibility of estimating the road slope based on signals from a vehicles air suspension system has been studied. More specifically, the measurement consists of a pressure signal measuring the axle load, and a vertical distance sensor.</p><p>A variety of suspension systems can be mounted on a Scania truck. During this thesis, two discrete-time models based on two different rear axle air suspension systems have bee

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4

Firat, Seyhan. "Critical assessment of existing slope stability formulae and application to slope stabilisation." Thesis, University of South Wales, 1998. https://pure.southwales.ac.uk/en/studentthesis/critical-assessment-of-existing-slope-stability-formulae-and-application-to-slope-stabilisation(339ddd93-e0c1-466d-8278-143beca4fb20).html.

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In this research, extensive use has been made of limit equilibrium methods of analysis for studying the stability of slopes. For the determination of the factor of safety (FOS) of slopes, the usual two-step process has been adopted; (a) assuming a slip surface for the soil mass, and (b) using the appropriate limit equilibrium equation(s). Eight wellknown limit equilibrium methods have been programmed to calculate different FOS values. The comparative performance of the various analyses has been carried out successfully using case studies. The innovative use of Gauss quadrature to calculate the

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5

Fitton, Timothy, and tfitton@hotmail com. "Tailings beach slope prediction." RMIT University. Civil, Environmental and Chemical Engineering, 2007. http://adt.lib.rmit.edu.au/adt/public/adt-VIT20080212.120813.

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Tailings (mining waste) disposal is a significant consideration for the mining industry, with the majority of the ore processed in most mining operations ending up as tailings. This creates large volumes of tailings, which must be handled and stored responsibly to avoid potential environmental catastrophes. The most common form of tailings storage facility is the impoundment, where tailings are contained within a basin, with beaches forming around the perimeter of the impoundment and a pond standing in the middle. A relatively new method of tailings storage is to create a 'stack', whereby t

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6

VanGilder, Joyce A. "Promenade Down the Slope." Thesis, Virginia Tech, 2004. http://hdl.handle.net/10919/10002.

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This project is an investigation into issues surrounding the placing of a building into the context of a sloped site. The study manifests itself through the design of a farmer's market, restaurant and retail space on a site defined by a change on volumetric disposition, movement pattern and structural system.<br>Master of Architecture

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7

Habgood, Edward Leslie. "Along-slope and down-slope sediment transport proceses in the Gulf of Cadiz." Thesis, University of Southampton, 2002. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.273808.

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8

Pedemonte, Aguilar Iván. "Evaluation of open pit slope deformation using novel numerical modeling software slope model." Tesis, Universidad de Chile, 2018. http://repositorio.uchile.cl/handle/2250/159333.

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Magíster en Minería<br>A medida que las minas a cielo abierto crecen y se profundizan la estabilidad de sus taludes toma un papel importante y crítico, es por eso que la estimación previa del comportamiento de la roca en cada una de las etapas de la construcción de la mina es crucial para asegurar la estabilidad en el largo plazo. Una correcta estimación permite diseños más empinados, y una mejora en la ratio de remoción estéril/mineral, lo que debería reflejarse en el mejoramiento del VAN del proyecto. El objetivo de esta tesis es validar el nuevo software Slope Model, para el análisis de es

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9

Lay, Andrea N. "Neuromuscular Coordination during Slope Walking." Diss., Georgia Institute of Technology, 2005. http://hdl.handle.net/1853/7507.

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The biomechanics and muscle activity of forward and backward slope walking was investigated in humans to gain additional insight into neural control strategies. An adjustable instrumented ramped walkway was constructed and validated. Kinematic, ground reaction force, and muscle activity data were collected from nine subjects walking at three grades (0%, 15%, and 39%) for each of four conditions (forward upslope and downslope and backward upslope and downslope). The changes observed in the data were generally progressive from 0% to 15% to 39% grade. During forward downslope walking the join

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10

Luo, Zhiwen, and 罗志文. "City ventilation by slope wind." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2010. http://hub.hku.hk/bib/B46089962.

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11

Kong, Lok-lam, and 江樂琳. "Community gardens on slope HK." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2013. http://hub.hku.hk/bib/B50703596.

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12

Allen, Susan Elizaeth. "Rossby adjustment over a slope." Thesis, University of Cambridge, 1988. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.292877.

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13

Peterson, Jennifer Lynn. "Probability analysis of slope stability." Morgantown, W. Va. : [West Virginia University Libraries], 1999. http://etd.wvu.edu/templates/showETD.cfm?recnum=1070.

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Thesis (Ph. D.)--West Virginia University, 1999.<br>Title from document title page. Document formatted into pages; contains viii, 91 p. : ill. Vita. Includes abstract. Includes bibliographical references (p. 63-64).

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14

Mahajan, Virendra N., and Eva Acosta. "Wavefront analysis from its slope data." SPIE-INT SOC OPTICAL ENGINEERING, 2017. http://hdl.handle.net/10150/626489.

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In the aberration analysis of a wavefront over a certain domain, the polynomials that are orthogonal over and represent balanced wave aberrations for this domain are used. For example, Zernike circle polynomials are used for the analysis of a circular wavefront. Similarly, the annular polynomials are used to analyze the annular wavefronts for systems with annular pupils, as in a rotationally symmetric two-mirror system, such as the Hubble space telescope. However, when the data available for analysis are the slopes of a wavefront, as, for example, in a Shack-Hartmann sensor, we can integrate t

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15

Benko, Boris. "Numerical modelling of complex slope deformations." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1997. http://www.collectionscanada.ca/obj/s4/f2/dsk3/ftp04/nq24004.pdf.

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16

Wanstreet, Pinar. "Finite element analysis of slope stability." Morgantown, W. Va. : [West Virginia University Libraries], 2007. https://eidr.wvu.edu/etd/documentdata.eTD?documentid=5480.

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Thesis (M.S.)--West Virginia University, 2007.<br>Title from document title page. Document formatted into pages; contains xii, 86 p. : ill. (some col.). Includes abstract. Includes bibliographical references (p. 80-82).

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17

Norris, J. E. "Root mechanics applied to slope stability." Thesis, Nottingham Trent University, 2005. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.505575.

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18

Ng, Man-chung, and 吳敏聰. "Water infiltration in unsaturated soil slope." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2010. http://hub.hku.hk/bib/B46599642.

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19

Gogo-Abite, Ikiensinma. "SLOPE STABILITY OF LATERITE SOIL EMBANKMENTS." Master's thesis, University of Central Florida, 2005. http://digital.library.ucf.edu/cdm/ref/collection/ETD/id/3487.

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Embankments are key elements in the infrastructural development of structures such as dams, bridges, and roads. Residual soils are generally used as fills in the construction of embankments in areas were residual soils such as laterite is the dominant soil types. Laterite soils have the characteristics of losing its shear strength with time and in fully saturated conditions and its properties varies from region to region. The soil property is influenced by the chemical composition and the environment. The binding agent iron oxide in such soils changes its composition with time and in the prese

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20

Gray, Thomas Edward. "Sedimentation at subaqueous breaks in slope." Thesis, University of East Anglia, 2004. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.410044.

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21

Stevens, I. G. "Modelling pollutant dispersion and slope currents." Thesis, University of East Anglia, 1986. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.372560.

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22

Mathur, Priti. "A comparison of slope estimation methods." Thesis, Virginia Tech, 1991. http://hdl.handle.net/10919/41688.

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The study evaluates widely used slope estimation algorithms with the aim of determining similarities or differences between results obtained by each, the accuracy of methods in modelling actual slope, and the suitability of these methods for site-specific and non-site specific applications. The data used in the study comprise of 24 artificial surfaces generated from mathematical equations and a natural surface represented by a USGS Digital Elevation Model of the Salem Quadrangle, Virginia. The concept of using artificial surfaces was to enable determination of accuracy without the requiremen

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23

Buckman, Maureen. "The significance of the alveolar slope." Thesis, University of Surrey, 1991. http://epubs.surrey.ac.uk/844615/.

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When gas is inspired into the lungs it mixes with the gas left in the lungs at the end of the previous expiration. In health, this mixing is relatively efficient but in disease this gas mixing is impaired. Impairment of mixing is brought about by two processes, a maldistribution of inspired gas into a parallel system, or an inhibition of diffusion. The aim of this thesis was to illuminate the contributions made by these two processes to this impairment. This was done by investigating single and multi-breath alveolar mixing efficiency (AME) in never smokers and patients with chronic airway dise

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24

Bakhtiari, Siamak. "Stochastic finite element slope stability analysis." Thesis, University of Manchester, 2011. https://www.research.manchester.ac.uk/portal/en/theses/stochastic-finite-element-slope-stability-analysis(c1b451d9-8bf6-43ff-9c10-7b5209fb45c1).html.

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In this thesis, the failures that occurred during the construction of the Jamuna Bridge Abutment in Bangladesh have been investigated. In particular, the influence of heterogeneity on slope stability has been studied using statistical methods, random field theory and the finite element method. The research is divided into three main parts: the statistical characterization of the Jamuna River Sand, based on an extensive in-situ and laboratory database available for the site; calibration of the laboratory data against a double-hardening elastoplastic soil model; and stochastic finite element slo

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25

Wei, Yukun. "Slope stability assessment through field monitoring." Thesis, KTH, Jord- och bergmekanik, 2018. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-239955.

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Deterministic methods have been used in geotechnical engineering for a long period, such as slope stability calculations. However, only applying deterministic methods is subjective and imperfect. There is a demand to develop a systematic methodology to link the assessed slope stability and field measurement data, which is also known as inverse analysis and forward calculation. Based on the Nya Slussen project, this thesis includes the development of a methodology, deterministic calculation for 4 cross sections using finite element program Plaxis 2D and probabilistic calculation for one section

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26

Chandarana, Upasna Piyush, and Upasna Piyush Chandarana. "Optimizing Geotechnical Risk Management Analysis." Diss., The University of Arizona, 2017. http://hdl.handle.net/10150/625550.

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Mines have an inherent risk of geotechnical failure in both rock excavations and tailings storage facilities. Geotechnical failure occurs when there is a combination of exceptionally large forces acting on a structure and/or low material strength resulting in the structure not withstanding a designed service load. The excavation of rocks can cause unintended rock mass movements. If the movement is monitored promptly, accidents, loss of ore reserves and equipment, loss of lives, and closure of the mine can be prevented. Mining companies routinely use deformation monitoring to manage the geotech

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27

Armitage, Dominic Anthony. "High-resolution architectural evolution of depositional elements in deep-marine slope environments : the quaternary Niger delta slope, quaternary southwest grand banks slope, Canada, and Cretaceous Tres pasos formation, Chile /." May be available electronically:, 2009. http://proquest.umi.com/login?COPT=REJTPTU1MTUmSU5UPTAmVkVSPTI=&clientId=12498.

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28

Ye, Brian, and Benny Tieu. "Implementation and Evaluation of a Recommender System Based on the Slope One and the Weighted Slope One Algorithm." Thesis, KTH, Skolan för datavetenskap och kommunikation (CSC), 2015. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-166438.

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Recommender systems are used on many different websites today and are mechanisms that are supposed to accurately give personalized recommendations of items to a set of different users. An item can for example be movies on Netflix. The purpose of this paper is to implement an algorithm that fulfills five stated goals of the implementation. The goals are as followed: the algorithm should be easy to implement, be effective on query time, accurate on recommendations, put little expectations on users and alternations of algorithm should not have to be changed comprehensively. Slope One is a simplif

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29

Catterlin, Richard. "Composition of Canyon-Slope Woodlands in Zoar Valley, Western New York, as Associated with Slope Orientation and Elevation." Youngstown State University / OhioLINK, 2010. http://rave.ohiolink.edu/etdc/view?acc_num=ysu1290094544.

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30

Kertznus, Vanessa Raquel. "Stratigraphic development of delta-fed slope systems." Thesis, Available from the University of Aberdeen Library and Historic Collections Digital Resources. Restricted: no access until Jul. 3, 2013, 2009. http://digitool.abdn.ac.uk:80/webclient/DeliveryManager?application=DIGITOOL-3&owner=resourcediscovery&custom_att_2=simple_viewer&pid=56267.

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31

Li, Aiguo, and 李愛國. "Field monitoring of a saprolite cut slope." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2003. http://hub.hku.hk/bib/B29901765.

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32

何旅碧 and Lui-pik Pinky Ho. "Effectiveness of horizontal drains in slope stability." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2008. http://hub.hku.hk/bib/B40722375.

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33

Liu, Ying, and 劉影. "Limit equilibrium methods for slope stability analysis." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2002. http://hub.hku.hk/bib/B42576684.

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34

Brown, D. J. "An expert system for slope stability assessment." Thesis, University of Nottingham, 1988. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.381202.

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35

Tabrez, Ali Rashid. "Slope sedimentation around the NW Indian Ocean." Thesis, University of Southampton, 1995. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.295607.

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36

Lee, Simon Edward. "Sedimentary processes recorded by continental slope morphology." Thesis, University of Bristol, 2003. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.398697.

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37

Othman, M. Asbi. "Highway cut slope instability problems in Malaysia." Thesis, University of Bristol, 1989. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.375951.

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38

GUEDES, MARIA CECILIA SAFADY. "DISCUSSION ON PROBABILISTIC ANALYSIS OF SLOPE STABILITY." PONTIFÍCIA UNIVERSIDADE CATÓLICA DO RIO DE JANEIRO, 1997. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=1924@1.

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COORDENAÇÃO DE APERFEIÇOAMENTO DO PESSOAL DE ENSINO SUPERIOR<br>São abordados alguns aspectos relativos à execução de análises probabilísticas em projetos de geotecnia. Apresenta-se um resumo dos conceitos de probabilidade e estatística, utilizados ao longo do trabalho. Descreve-se uma metodologia para a obtenção dos dados necessários à análise probabilística, incluindo a quantidade e a localização de amostras, o cálculo das médias e variâncias dos parâmetros do solo e a quantificação das incertezas relativas a estes valores. Apresenta-se o procedimento de execução dos três métodos pr

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39

SANDOVAL, MARTIN ALEXANDER PURIZAGA. "DETERMINISTIC AND PROBABILISTIC ANALYSIS OF SLOPE STABILITY." PONTIFÍCIA UNIVERSIDADE CATÓLICA DO RIO DE JANEIRO, 2012. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=21816@1.

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PONTIFÍCIA UNIVERSIDADE CATÓLICA DO RIO DE JANEIRO<br>COORDENAÇÃO DE APERFEIÇOAMENTO DO PESSOAL DE ENSINO SUPERIOR<br>Na abordagem determinística compara-se o método do equilíbrio limite com o método dos elementos finitos na análise 2D da estabilidade de taludes em solo, determinando-se o valor do fator de segurança para vários exemplos de aplicação. No método dos elementos finitos quantifica-se a região da potencial superfície de ruptura que se comporta sob extensão, analisando-se a ocorrência de anisotropia de resistência ao longo da potencial superfície de deslizamento para situações envolv

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40

VECCI, ANDREA NASCIMENTO. "PROBABILISTIC ANALYSIS OF A MINE SLOPE STABILITY." PONTIFÍCIA UNIVERSIDADE CATÓLICA DO RIO DE JANEIRO, 2018. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=35100@1.

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PONTIFÍCIA UNIVERSIDADE CATÓLICA DO RIO DE JANEIRO<br>COORDENAÇÃO DE APERFEIÇOAMENTO DO PESSOAL DE ENSINO SUPERIOR<br>FUNDAÇÃO DE APOIO À PESQUISA DO ESTADO DO RIO DE JANEIRO<br>PROGRAMA DE EXCELENCIA ACADEMICA<br>BOLSA NOTA 10<br>Na prática geotécnica, a estabilidade de taludes é atualmente estudada apenas com análises determinísticas, obtendo-se o valor do Fator de Segurança (FS) da estrutura geotécnica. Estas análises são simplificadas, pois fornecem valores de FS sem considerar a variabilidade intrínseca dos solos e rochas. Desprezar as incertezas dos parâmetros geotécnicos pode levar a re

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41

Kung, Johnson, and 拱祥生. "Rain-Induced Slope Stability of Unsaturated Soil Slope." Thesis, 1999. http://ndltd.ncl.edu.tw/handle/81992360256245498790.

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碩士<br>國立臺灣科技大學<br>營建工程系<br>87<br>Classic soil mechanics has focused on the behavior of saturated soils. The shortcomings associated with classical soil mechanics are the lack of consideration of the behavior of unsaturated soils and the missing of a model for the moisture flux boundary condition imposed by climate conditions. However, many geotechnical problems involve unsaturated soils above the groundwater table. The objective of this research is to apply the principle of the unsaturated soil mechanics to study the rain-induced slope stability of unsaturated soil slope. This stud

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42

Lee, Wen Shyuan, and 李文玄. "interaction between tunnel under shallow slope and slope." Thesis, 1997. http://ndltd.ncl.edu.tw/handle/05156966125766884224.

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43

Shields, Sara. "Slope: poems." Thesis, 2007. http://hdl.handle.net/1828/2235.

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A collection of lyrical, free verse poems that trace the evolution of a young woman's consciousness as she matures into the roles of spouse. mother and grown daughter. The natural -slope"" from order to disorder runs through the poems as secrets take shape, children are injured, a marriage falters, and a mother dies. Even sleep, a recurring theme, loses its innocence: first appreciated for the rest it offers, it is soon disparaged as "grease for the gears of loss. rehearsal for complete darkness."

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Guo, Jun-Her, and 郭俊何. "Studies of the Slope Stability for Dip-Slope Development." Thesis, 2000. http://ndltd.ncl.edu.tw/handle/50608608723855091205.

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碩士<br>國立臺灣科技大學<br>營建工程系<br>88<br>The development of slope communities is more complex than plain communities. The engineering influential factors for slope development includes the material properties, planning and designing consideration, groundwater treatment and erosion protection etc. The geological structure plays a key role for designing and construction. To achieve the aim of safety and economic for slope development, a better understanding how these engineering factors will influence is needed. The research focuses on the slope stability of the dip-slope which is easy to fi

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45

Liu, Kuan-Lin, and 劉冠麟. "Slope stability analysis under extreme rainfall in slate slope." Thesis, 2018. http://ndltd.ncl.edu.tw/handle/7e8yj9.

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碩士<br>國立高雄第一科技大學<br>營建工程系碩士班<br>106<br>With global warming and climate change issues, extreme rainfall events in the future may become the normal, causing severe disaster events will be more frequent. During the rainy season such as typhoon and heavy rain, severe rainfall often induces more serious slope disasters. Analysis of the devastating heavy rainfall in Taiwan in the past two decades, the occurrence of slope disasters is mostly caused by "excessive continuous rainfall" or "short-duration rainfall". For mild metamorphic slate, its erosion resistance is higher than that of mud or shale. H

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46

Khan, Roshan. "Analysis of Different Slope Features and to Develop Stable Slope Models for Opencast Mine Using FLAC Slope." Thesis, 2016. http://ethesis.nitrkl.ac.in/8214/1/2016_MT_711MN1126_Analysis_of_different.pdf.

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Slope failure is a common problem in opencast mines which occur because of improper design. So it is important to monitor and analyze the stability of slope on a regular basis. Stability analysis of slopes is associated with the various opencast mining operations throughout the life cycle of the project, and it is very necessary to analyze the slope on a regular basis. Mining activities involve risk at each working stage and slope stability is an integral part of the open pit or opencast mines as the whole operation process depends on the slope stability. In the mining industry, opencast mines

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47

Chang, Shih-Hao, and 張世豪. "Numeric Analysis of Slope Stability at an Open Cut Slope." Thesis, 2011. http://ndltd.ncl.edu.tw/handle/uwetzr.

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碩士<br>國立臺北科技大學<br>土木與防災研究所<br>99<br>The staggering price of a property in urban Taipei results in high efficiency of land use and extreme density of buildings. In light of the proximity of the foundations of most buildings to other buildings or underground utility and considering the soft and weak clay underlying the geologic formation of Taipei Basin, diaphragm wall is the preferred construction method for deep excavations, as to prevent inclining of or damage to neighboring structures due to soil decompression, excessive lateral displacement or ground settlement. Open cut slope is rarely see

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48

Chen, Kuo-Nan, and 陳國男. "Slope Stability Analysis and Slope Protection Method Using the Neural Network." Thesis, 2005. http://ndltd.ncl.edu.tw/handle/61692091943673676003.

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碩士<br>國立成功大學<br>資源工程學系碩博士班<br>93<br>This paper presents a procedure of the slope stability analysis and slope protection method for soft rocks by using the back propagation neural network. The relationship between parameters of slope and slope stability analysis is often vague and less understood. Under these circumstances, back propagation neural network formalisms have an advantage in being able to learn and generalize from examples without knowledge of rules. The back propagation neural network is currently the most widely used algorithm for connectionist learning. This proposed method was

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49

Lin, Wei-Chiao, and 林煒僑. "Studies of the Behavior of Excavating Dip Slope and Oblique Slope." Thesis, 2002. http://ndltd.ncl.edu.tw/handle/83507282627415656933.

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碩士<br>國立臺灣科技大學<br>營建工程系<br>90<br>ABSTRACT The stability characterization is obviously different between excavating horizintal ground and slope, especially when various geologic structures exist. The instability mechanisms of rock slope become more complicated and difficultly to capture than soil slope does. Two-dimensional stability analyses with assuming slope behavior following plane strain or axial symmetry are common used in industry. However, the slope conditions encountered in Taiwan now is more complicated and can not be sufficiently predicted by traditional two-dimension ana

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Hung-ChingYang and 楊宏慶. "Influence of Rainfall Intensity and Slope Characteristics on Slope Stability Analysis." Thesis, 2012. http://ndltd.ncl.edu.tw/handle/30236453887959959231.

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碩士<br>國立成功大學<br>資源工程學系碩博士班<br>100<br>The rainfall is the most important factor in slope stability, and the rainfall infiltration is affected by the behavior of soil in the unsaturated zone. The unsaturated state is very common in nature, but the analysis of unsaturated zone is very difficult, therefore, we use the Slope/w and Seep/w modules in the Geo-Studio program to simulate slope stability and rainfall infiltration. In this study, we change rainfall intensity and slope condition to get the relationship between factor of safety and time, and discuss the influence of rainfall intensity and s

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