I Journal of Hydrology Focused Groundwater Flow in a Carbonate
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Planetary Geologic Mappers Annual Meeting
Program Lunar and Planetary Institute 3600 Bay Area Boulevard Houston TX 77058-1113 Planetary Geologic Mappers Annual Meeting June 12–14, 2018 • Knoxville, Tennessee Institutional Support Lunar and Planetary Institute Universities Space Research Association Convener Devon Burr Earth and Planetary Sciences Department, University of Tennessee Knoxville Science Organizing Committee David Williams, Chair Arizona State University Devon Burr Earth and Planetary Sciences Department, University of Tennessee Knoxville Robert Jacobsen Earth and Planetary Sciences Department, University of Tennessee Knoxville Bradley Thomson Earth and Planetary Sciences Department, University of Tennessee Knoxville Abstracts for this meeting are available via the meeting website at https://www.hou.usra.edu/meetings/pgm2018/ Abstracts can be cited as Author A. B. and Author C. D. (2018) Title of abstract. In Planetary Geologic Mappers Annual Meeting, Abstract #XXXX. LPI Contribution No. 2066, Lunar and Planetary Institute, Houston. Guide to Sessions Tuesday, June 12, 2018 9:00 a.m. Strong Hall Meeting Room Introduction and Mercury and Venus Maps 1:00 p.m. Strong Hall Meeting Room Mars Maps 5:30 p.m. Strong Hall Poster Area Poster Session: 2018 Planetary Geologic Mappers Meeting Wednesday, June 13, 2018 8:30 a.m. Strong Hall Meeting Room GIS and Planetary Mapping Techniques and Lunar Maps 1:15 p.m. Strong Hall Meeting Room Asteroid, Dwarf Planet, and Outer Planet Satellite Maps Thursday, June 14, 2018 8:30 a.m. Strong Hall Optional Field Trip to Appalachian Mountains Program Tuesday, June 12, 2018 INTRODUCTION AND MERCURY AND VENUS MAPS 9:00 a.m. Strong Hall Meeting Room Chairs: David Williams Devon Burr 9:00 a.m. -
On the Horton-Strahler Number for Random Tries Informatique Théorique Et Applications, Tome 30, No 5 (1996), P
INFORMATIQUE THÉORIQUE ET APPLICATIONS L. DEVROYE P. KRUSZEWSKI On the Horton-Strahler number for random tries Informatique théorique et applications, tome 30, no 5 (1996), p. 443-456 <http://www.numdam.org/item?id=ITA_1996__30_5_443_0> © AFCET, 1996, tous droits réservés. L’accès aux archives de la revue « Informatique théorique et applications » im- plique l’accord avec les conditions générales d’utilisation (http://www.numdam. org/conditions). Toute utilisation commerciale ou impression systématique est constitutive d’une infraction pénale. Toute copie ou impression de ce fichier doit contenir la présente mention de copyright. Article numérisé dans le cadre du programme Numérisation de documents anciens mathématiques http://www.numdam.org/ Informatique théorique et Applications/Theoretical Informaties and Applications (vol. 30, n° 5, 1996, pp. 443-456) ON THE HORTON-STRAHLER NUMBER FOR RANDOM TRIES (*) by L. DEVROYE (*) and P. KRUSZEWSKI (2) Communicated by A. ARNOLD Abstract. - We consider random tries constructedfrom n i.i.d. séquences of independent Bernoulli (p) random variables, 0 < p < 1. We study the Horton-Strahler number Hn, and show that l0ëmin(p,l-p) in probability as n —*• oo. Keywords: Horton-Strahler number, trie, probabilistic analysis, data structures, random trees. Résumé. - On étudie des arbres aléatoires du type « trie » construits à partir de n suites indépendantes de variables aléatoires Bernoulli (p) où 0 < p < 1. On prouve que Hn 1 en probabilité, où Hn est le nombre de Horton-Strahler. INTRODUCTION In 1960, Fredkin [9] coined the term trie for an efficient data structure to store and vetrieve strings. These were further developed and modified by Knuth [4], Larson [16], Fagin, Nievergelt, Pippenger and Strong [6], Litwin [17], Aho, Hopcroft and Ullman [1] and others. -
Basic Elements of Ground-Water Hydrology with Reference to Conditions in North Carolina by Ralph C Heath
UNITED STATES DEPARTMENT OF THE INTERIOR GEOLOGICAL SURVEY Basic Elements of Ground-Water Hydrology With Reference to Conditions in North Carolina By Ralph C Heath U.S. Geological Survey Water-Resources Investigations Open-File Report 80-44 Prepared in cooperation with the North Carolina Department of Natural^ Resources and Community Development Raleigh, North Carolina 1980 United States Department of the Interior CECIL D. ANDRUS, Secretary GEOLOGICAL SURVEY H. W. Menard, Director For Additional Information Write to: Copies of this report may be purchased from: GEOLOGICAL SURVEY U.S. GEOLOGICAL SURVEY Open-File Services Section Post Office Box 2857 Branch of Distribution Box 25425, Federal Center Raleigh, North Carolina 27602 Denver, Colorado 80225 Preface Ground water is one of North Carolina's This report was prepared as an aid to most valuable natural resources. It is the developing a better understanding of the primary source-of water supplies in rural areas ground-water resources of the State. It and is also widely used by industries and consists of 46 essays grouped into five parts. municipalities, especially in the Coastal Plain. The topics covered by these essays range from However, its use is not increasing in proportion the most basic aspects of ground-water to the growth of the State's population and hydrology to the identification and correction economy. Instead, the present emphasis in of problems that affect the operation of supply water-supply development is on large regional wells. The essays were designed both for self systems based on reservoirs on large streams. study and for use in workshops on ground- The value of ground water as a resource not water hydrology and on the development and only depends on its widespread occurrence operation of ground-water supplies. -
Terrain Generation Using Procedural Models Based on Hydrology Jean-David Genevaux, Eric Galin, Eric Guérin, Adrien Peytavie, Bedrich Benes
Terrain Generation Using Procedural Models Based on Hydrology Jean-David Genevaux, Eric Galin, Eric Guérin, Adrien Peytavie, Bedrich Benes To cite this version: Jean-David Genevaux, Eric Galin, Eric Guérin, Adrien Peytavie, Bedrich Benes. Terrain Genera- tion Using Procedural Models Based on Hydrology. ACM Transactions on Graphics, Association for Computing Machinery, 2013, 4, 32, pp.143:1-143:13. 10.1145/2461912.2461996. hal-01339224 HAL Id: hal-01339224 https://hal.archives-ouvertes.fr/hal-01339224 Submitted on 7 Apr 2020 HAL is a multi-disciplinary open access L’archive ouverte pluridisciplinaire HAL, est archive for the deposit and dissemination of sci- destinée au dépôt et à la diffusion de documents entific research documents, whether they are pub- scientifiques de niveau recherche, publiés ou non, lished or not. The documents may come from émanant des établissements d’enseignement et de teaching and research institutions in France or recherche français ou étrangers, des laboratoires abroad, or from public or private research centers. publics ou privés. Terrain Generation Using Procedural Models Based on Hydrology Jean-David Genevaux´ 1 Eric´ Galin1* Eric´ Guerin´ 1 Adrien Peytavie1 Bedrichˇ Benesˇ2 1 Universite´ de Lyon, LIRIS, CNRS, UMR5205, France 2 Purdue University, USA ABCD Terrain slope control River slope control Figure 1: A) The shape of a terrain is defined by a terrain patch and two functions that control the slope of rivers and valleys. B) The river network is automatically calculated and C,D) all inputs are then used to generate the continuous terrain conforming to rules from hydrology. Abstract element of the scene, or it plays a central part in the application. -
Active River Area
Active River Area (ARA) Framework Refinement: Developing Frameworks for Terrace and Meander Belt Delineation and Defining Optimal Digital Elevation Model for Future ARA Delineation by Shizhou Ma Submitted in partial fulfilment of the requirements for the degree of Master of Environmental Studies at Dalhousie University Halifax, Nova Scotia August 2020 © Copyright by Shizhou Ma, 2020 i Table of Contents List of Tables ..................................................................................................................... v List of Figures ................................................................................................................... vi Abstract ........................................................................................................................... viii List of Abbreviations Used .............................................................................................. ix Acknowledgements ........................................................................................................... x Chapter 1. Introduction ................................................................................................... 1 1.1 Motivation ................................................................................................................ 1 1.2 Problem to be Addressed........................................................................................ 3 1.3 Research Questions and Objectives ...................................................................... 6 1.4 Context -
Development of Rainfall-Runoff Model Using Tank Model: Problems and Challenges in Province of Aceh, Indonesia
Aceh International Journal of Science and Technology, 2 (1): 26-36 April 2013 ISSN: 2088-9860 REVIEW Development of Rainfall-runoff Model Using Tank Model: Problems and Challenges in Province of Aceh, Indonesia Hairul Basri Faculty of Agriculture, Syiah Kuala University, Banda Aceh 23111, Indonesia Corresponding author: Email: [email protected] Abtstract - Rainfall-runoff model using tank model founded by Sugawara has been widely used in Asia. Many researchers use the tank model to predict water availability and flooding in a watershed. This paper describes the concept of rainfall-runoff model using tank model, discuss the problems and challenges in using of the model, especially in Province of Aceh, Indonesia and how to improve the outcome of simulation of tank model. Many factors affect the rainfall-runoff phenomena of a wide range of watershed include: soil types, land use types, rainfall, morphometry, geology and geomorphology, caused the tank model usefull only for concerning watershed. It is necessary to adjust some parameters of tank model for other watershed by recalibrating the parameters of the model. Rainfall runoff model using the tank model for a watershed scale is more reasonable focused on each sub-watershed by considering soil types, land use types and rainfall of the concerning watershed. Land use data can be enhanced by using landsat imagery or aerial photographs to support the validation the existing of land use type. Long term of observed discharges and rainfall data should be increased by set up the AWLR (Automatic Water Level Recorder) and rainfall stations for each of sub-watersheds. The reasonable tank model can be resulted not only by calibrating the parameters, but also by considering the observed and simulated infiltration for each soil and land use types of the concerning watershed. -
Hydrological Controls on Salinity Exposure and the Effects on Plants in Lowland Polders
Hydrological controls on salinity exposure and the effects on plants in lowland polders Sija F. Stofberg Thesis committee Promotors Prof. Dr S.E.A.T.M. van der Zee Personal chair Ecohydrology Wageningen University & Research Prof. Dr J.P.M. Witte Extraordinary Professor, Faculty of Earth and Life Sciences, Department of Ecological Science VU Amsterdam and Principal Scientist at KWR Nieuwegein Other members Prof. Dr A.H. Weerts, Wageningen University & Research Dr G. van Wirdum Dr K.T. Rebel, Utrecht University Dr R.P. Bartholomeus, KWR Water, Nieuwegein This research was conducted under the auspices of the Research School for Socio- Economic and Natural Sciences of the Environment (SENSE) Hydrological controls on salinity exposure and the effects on plants in lowland polders Sija F. Stofberg Thesis submitted in fulfilment of the requirements for the degree of doctor at Wageningen University by the authority of the Rector Magnificus Prof. Dr A.P.J. Mol in the presence of the Thesis Committee appointed by the Academic Board to be defended in public on Wednesday 07 June 2017 at 4 p.m. in the Aula. Sija F. Stofberg Hydrological controls on salinity exposure and the effects on plants in lowland polders, 172 pages. PhD thesis, Wageningen University, Wageningen, the Netherlands (2017) With references, with summary in English ISBN: 978-94-6343-187-3 DOI: 10.18174/413397 Table of contents Chapter 1 General introduction .......................................................................................... 7 Chapter 2 Fresh water lens persistence and root zone salinization hazard under temperate climate ............................................................................................ 17 Chapter 3 Effects of root mat buoyancy and heterogeneity on floating fen hydrology .. -
Saltmod Estimation of Root-Zone Salinity Varadarajan and Purandara
79 Original scientific paper Received: October 04, 2017 Accepted: December 14, 2017 DOI: 10.2478/rmzmag-2018-0008 SaltMod estimation of root-zone salinity Varadarajan and Purandara Application of SaltMod to estimate root-zone salinity in a command area Uporaba modela SaltMod za oceno slanosti koreninske cone na namakalnih površinah Varadarajan, N.*, Purandara, B.K. National Institute of Hydrology, Visvesvarayanagar, Belgaum 590019, Karnataka, India * [email protected] Abstract Povzetek Waterlogging and salinity are the common features - associated with many of the irrigation commands of - Poplavljanje in slanost tal sta običajna pojava v mno surface water projects. This study aims to estimate the vljanju slanosti v koreninski coni na levem in desnem gih namakalnih projektih. V študiji poročamo o ugota root zone salinity of the left and right bank canal com- mands of Ghataprabha irrigation command, Karnataka, - obrežju kanala namakalnega območja Ghataprabhaza India. The hydro-salinity model SaltMod was applied delom SaltMod so uporabili na izbranih kmetijskih v Karnataki, v Indiji. Postopek določanja slanosti z mo to selected agriculture plots at Gokak, Mudhol, Bili- parcelah v okrajih Gokak, Mudhol, Biligi in Bagalkot gi and Bagalkot taluks for the prediction of root-zone - salinity and leaching efficiency. The model simulated vodnjavanja tal. V raziskavi so modelirali slanost v tal- za oceno slanosti koreninske cone in učinkovitosti od the soil-profile salinity for 20 years with and without nem profilu v razdobju 20 let ob prisotnosti podpovr- subsurface drainage. The salinity level shows a decline šinskega odvodnjavanja in brez njega. Slanost upada with an increase of leaching efficiency. The leaching efficiency of 0.2 shows the best match with the actu- vzporedno z naraščanjem učinkovitosti odvodnjavanja. -
12(1)Download
Volume 12 No. 1 ISSN 0022–457X January-March 2013 Contents Land capability classification in relation to soil properties representing bio-sequences in foothills of North India 3 – V. K. Upadhayaya, R.D. Gupta and Sanjay Arora Innovative design and layout of Staggered Contour Trenches (SCTs) leads to higher survival of 10 plantation and reclamation of wastelands – R.R. Babu and Purnima Mishra Prioritization of sub-watersheds for erosion risk assessment - integrated approach of geomorphological 17 and rainfall erosivity indices – Rahul Kawle, S. Sudhishri and J. K. Singh Assessment of runoff potential in the National Capital Region of Delhi 23 – Manisha E Mane, S Chandra, B R Yadav, D K Singh, A Sarangi and R N Sahoo Soil information system for assessment and monitoring of crop insurance and economic compensation 31 to small and marginal farming communities – a conceptual framework – S.N. Das Rainfall trend analysis: A case study of Pune district in western Maharashtra region 35 – Jyoti P Patil, A. Sarangi, D. K. Singh, D. Chakraborty, M. S. Rao and S. Dahiya Assessment of underground water quality in Kathurah Block of Sonipat district in Haryana 44 – Pardeep, Ramesh Sharma, Sanjay Kumar, S.K. Sharma and B. Rath Levenberg - Marquardt algorithm based ANN approach to rainfall - runoff modelling 48 – Jitendra Sinha, R K Sahu, Avinash Agarwal, A. R. Senthil Kumar and B L Sinha Study of soil water dynamics under bioline and inline drip laterals using groundwater and wastewater 55 – Deepak Singh, Neelam Patel, T.B.S. Rajput, Lata and Cini Varghese Integrated use of organic manures and inorganic fertilizer on the productivity of wheat-soybean cropping 59 system in the vertisols of central India – U.K. -
Irrigation Influence on Catchment Hydrology Modelling with Advanced Hydroinformatic Tools
Research Journal of Agricultural Science, 48 (1), 2016 IRRIGATION INFLUENCE ON CATCHMENT HYDROLOGY MODELLING WITH ADVANCED HYDROINFORMATIC TOOLS Erika BEILICCI, R. BEILICCI Politechnica University Timisoara, Department of Hydrotechnical Engineering George Enescu str. 1/A, Timisoara, [email protected] Abstract: Agriculture is a significant user of water resources in Europe, accounting for around 30 per cent of total water use. Because water is essential to plant growth, irrigation is essentially to overcome deficiencies in rainfall for growing crops. Irrigation is a basic determinant of agriculture because its inadequacies are the most powerful constraints on the increase of agricultural production. Irrigation was recognized for its protective role of insurance against the vagaries of rainfall and drought. But the irrigation, besides the positive effects, has a significant environmental impact. The environmental impacts of irrigation are variable and not well-documented; some environmental impacts can be very severe. The main types of environmental impact arising from irrigation appear to be: water pollution from nutrients and pesticides; damage to habitats and aquifer exhaustion by abstraction of irrigation water; intensive forms of irrigated agriculture displacing formerly high value semi-natural ecosystems; gains to biodiversity and landscape from certain traditional or ‘leaky’ irrigation systems in some localized areas; increased erosion of cultivated soils on slopes; salinization, or contamination of water by minerals, of groundwater sources; both negative and positive effects of large scale water transfers, associated with irrigation projects. Minor irrigation schemes within a catchment will normally have negligible influence on the catchment hydrology, unless transfer of water over catchment boundaries is involved. Large irrigation schemes may significantly affect the runoff and the groundwater recharge through local increases in evapotranspiration and infiltration as well as through operational and field losses. -
(SHUD): Numerical Modeling of Watershed Hydrology with The
https://doi.org/10.5194/gmd-2019-354 Preprint. Discussion started: 14 January 2020 c Author(s) 2020. CC BY 4.0 License. Solver for Hydrologic Unstructured Domain (SHUD): Numerical modeling of watershed hydrology with the finite volume method Lele Shu1, Paul Ullrich1, and Christopher Duffy2 1Department of Land, Air, and Water Resources, University of California, Davis, Davis, California 95616, USA 2Department of Civil and Environmental Engineering, Pennsylvania State University, University Park, Pennsylvania 16802, USA Correspondence: Lele Shu ([email protected]) Abstract. Hydrological modeling is an essential strategy for understanding natural flows, particularly where observations are lacking in either space or time, or where topographic roughness leads to a disconnect in the characteristic timescales of overland and groundwater flow. Consequently, significant opportunities remain for the development of extensible modeling systems that operate robustly across regions. Towards the development of such a robust hydrological modeling system, this 5 paper introduces the Solver for Hydrological Unstructured Domain (SHUD), an integrated multi-process, multi-scale, multi- timestep hydrological model, in which hydrological processes are fully coupled using the Finite Volume Method. The SHUD integrates overland flow, snow accumulation/melting, evapotranspiration, subsurface and groundwater flow, and river routing, while realistically capturing the physical processes in a watershed. The SHUD incorporates one-dimension unsaturated flow, two-dimension groundwater flow, and river channels connected with hillslopes via overland flow and baseflow. 10 This paper introduces the design of SHUD, from the conceptual and mathematical description of hydrological processes in a watershed to computational structures. To demonstrate and validate the model performance, we employ three hydrolog- ical experiments: the V-Catchment experiment, Vauclin’s experiment, and a study of the Cache Creek Watershed in northern California, USA. -
Session Materials
Online | 4–8 May 2020 HS8.3.5/SSS6.11 Irrigation, soil hydrology and groundwater management for resilient arid and semi-arid agroecosystems Displays: Wednesday, 06 May 2020, 08:30–10:15 (GMT+2:00) Conveners & chairpersons: Marco PeliECS, Gabriel Rau, Giulio CastelliECS, Mark Cuthbert Online | 4–8 May 2020 ● In arid and semi-arid areas, the interaction between surface water management, irrigation practices, soil hydrologic dynamics and groundwater is key for sustainable water management, food production and for the resilience of agroecosystems. ● Their importance goes beyond the sole technological aspects, often being connected with some traditional techniques, part of local cultural heritage, to be faced with an (at least) interdisciplinary approach which involves also humanities. ● On the other hand, improper land and water management in those areas may contribute heavily to soil degradation and groundwater exploitation. Online | 4–8 May 2020 This session presents contributions dealing with ● soil hydrological behaviour; ● fluxes between surface and groundwater; ● the interaction between irrigation, soil hydrology and groundwater; ● the design and management of water harvesting and irrigation systems, including oases; ● the maintenance and improvement of traditional irrigation techniques; ● the design of precision irrigation techniques; ● local communities interaction with water resources; in arid and water-scarce environments Online | 4–8 May 2020 Display chat plan ● After the introduction, there will be 5 to 7 minutes of dedicated chat time per display; ● In the time dedicated to each display, authors are supposed to answer the questions coming from the audience as well as from the conveners; ● People interested in the work should check the materials uploaded before the session; ● An open discussion of around 30 minutes will close the chat.