Groundwater Models: How the Science Can Empower the Management?
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A GIS-Based Software to Simulate Groundwater Nitrate Load from Septic Systems to Surface Water Bodies
Computers & Geosciences 52 (2013) 108–116 Contents lists available at SciVerse ScienceDirect Computers & Geosciences journal homepage: www.elsevier.com/locate/cageo ArcNLET: A GIS-based software to simulate groundwater nitrate load from septic systems to surface water bodies J. Fernando Rios a, Ming Ye b,n, Liying Wang b, Paul Z. Lee c, Hal Davis d, Rick Hicks c a Department of Geography, State University of New York at Buffalo, Buffalo, NY, USA b Department of Scientific Computing, Florida State University, Tallahassee, FL, USA c Florida Department of Environmental Protection, Tallahassee, FL, USA d 2625 Vergie Court, Tallahassee, FL 32303, USA article info abstract Article history: Onsite wastewater treatment systems (OWTS), or septic systems, can be a significant source of nitrates Received 17 June 2012 in groundwater and surface water. The adverse effects that nitrates have on human and environmental Received in revised form health have given rise to the need to estimate the actual or potential level of nitrate contamination. 4 October 2012 With the goal of reducing data collection and preparation costs, and decreasing the time required to Accepted 5 October 2012 produce an estimate compared to complex nitrate modeling tools, we developed the ArcGIS-based Available online 16 October 2012 Nitrate Load Estimation Toolkit (ArcNLET) software. Leveraging the power of geographic information Keywords: systems (GIS), ArcNLET is an easy-to-use software capable of simulating nitrate transport in ground- Nitrate transport water and estimating long-term nitrate loads from groundwater to surface water bodies. Data Screening model requirements are reduced by using simplified models of groundwater flow and nitrate transport which Denitrification consider nitrate attenuation mechanisms (subsurface dispersion and denitrification) as well as spatial Septic system Nitrogen variability in the hydraulic parameters and septic tank distribution. -
Climate Models and Their Evaluation
8 Climate Models and Their Evaluation Coordinating Lead Authors: David A. Randall (USA), Richard A. Wood (UK) Lead Authors: Sandrine Bony (France), Robert Colman (Australia), Thierry Fichefet (Belgium), John Fyfe (Canada), Vladimir Kattsov (Russian Federation), Andrew Pitman (Australia), Jagadish Shukla (USA), Jayaraman Srinivasan (India), Ronald J. Stouffer (USA), Akimasa Sumi (Japan), Karl E. Taylor (USA) Contributing Authors: K. AchutaRao (USA), R. Allan (UK), A. Berger (Belgium), H. Blatter (Switzerland), C. Bonfi ls (USA, France), A. Boone (France, USA), C. Bretherton (USA), A. Broccoli (USA), V. Brovkin (Germany, Russian Federation), W. Cai (Australia), M. Claussen (Germany), P. Dirmeyer (USA), C. Doutriaux (USA, France), H. Drange (Norway), J.-L. Dufresne (France), S. Emori (Japan), P. Forster (UK), A. Frei (USA), A. Ganopolski (Germany), P. Gent (USA), P. Gleckler (USA), H. Goosse (Belgium), R. Graham (UK), J.M. Gregory (UK), R. Gudgel (USA), A. Hall (USA), S. Hallegatte (USA, France), H. Hasumi (Japan), A. Henderson-Sellers (Switzerland), H. Hendon (Australia), K. Hodges (UK), M. Holland (USA), A.A.M. Holtslag (Netherlands), E. Hunke (USA), P. Huybrechts (Belgium), W. Ingram (UK), F. Joos (Switzerland), B. Kirtman (USA), S. Klein (USA), R. Koster (USA), P. Kushner (Canada), J. Lanzante (USA), M. Latif (Germany), N.-C. Lau (USA), M. Meinshausen (Germany), A. Monahan (Canada), J.M. Murphy (UK), T. Osborn (UK), T. Pavlova (Russian Federationi), V. Petoukhov (Germany), T. Phillips (USA), S. Power (Australia), S. Rahmstorf (Germany), S.C.B. Raper (UK), H. Renssen (Netherlands), D. Rind (USA), M. Roberts (UK), A. Rosati (USA), C. Schär (Switzerland), A. Schmittner (USA, Germany), J. Scinocca (Canada), D. Seidov (USA), A.G. -
Sensitivity Study of Different Parameters Affecting Design of the Clay Blanket in Small Earthen Dams
Journal of Himalayan Earth Sciences Volume 48, No. 2, 2015 pp.139-147 Sensitivity study of different parameters affecting design of the clay blanket in small earthen dams Ishtiaq Alam and Irshad Ahmad Department of Civil Engineering, University of Engineering & Technology, Peshawar, Pakistan. Abstract Dams are structures that retain water for human services. Dams may be earthen, concrete, timber, steel or masonry made. On the basis of size, they may be small, medium and large. The main purpose of a dam is to divert the flow of water for the intended use. Flow of water cannot be stopped permanently even by the best dam ever made. Water may seep from dam body, abutments or the foundation bed below the body of the dam. To control seepage from the foundation bed, certain available methods like cutoff trench, cutoff walls, diaphragms, grout curtains, sheet pile walls and upstream impervious blankets are used. Upstream impervious blankets are considered more economical compared with the other methods mentioned above. The key parameters playing role in blanket efficiency are length of blanket, thickness of blanket, clay core width of the dam, foundation bed depth up to impervious zone, reservoir head, permeability of blanket material and permeability of bed material. This study is focused on the effect of these parameters in seepage control. Seep/W, a finite element method based software is used to model all the mentioned parameters within the individually selected ranges. The results based on the software analysis show that when the length of blanket is gradually increased, the seepage quantity reduces gradually until a specific length where the effect of further increase in length become meaningless. -
10Th THAICID NATIONAL SYMPOSIUM
th 10 THAICID NATIONAL SYMPOSIUM Basement rock structure and seepage analysis influences on dam foundation design: Khlong Kra Sae Project area, Bo Thong district, Chonburi province, Thailand. Tirawut Na Lampang1*, Nipong Vajanapoom1, Tana Thongchaloem2, Ekkarin Noisomsri1 1Geology division, Office of Topographical and Geotechnical survey, Royal Irrigation Department, Dusit, Bangkok, Thailand. 2Construction project, Royal Irrigation Office 8, Royal Irrigation Department, Nakhonrachasima, Thailand. *Corresponding author: E-mail address: [email protected] (T. Na Lampang). Abstract Basement rock structure and seepage analysis of dam foundation are important in dam design, geological field investigation and hydrogeology field investigation should be studied in detail. In this paper, rock structural characterization of rock masses used for evaluate discontinuity pattern compared to seepage analysis of dam foundation by using finite element method (FEM) in anisotropy seepage focus on basement rock. The eastern part of Thailand is defined to be tectonic zone that compose of fold and thrust belts which is product from the Indosinian orogeny during the Permian–Triassic Period. The structural analysis and synthesis was constructed the idealize modeling of rock structure in study area. In project area composed of Triassic sandstone. Rock structure analysis in Kholng Kra Sae Project illustrate bedding in E–W and NE–SW trend dip direction to south. Structure synthesis of bedding in π–diagram show overturn fold. Folding has axial plane orientate about ◦ ◦ 071 /54 SE. Joint patterns are illustrating dip directions to 4 directions which composed of SW, NW, NE and SE. In addition, joint pattern shows sub-perpendicular trend, that indicates blocky or net pattern. Results from numerical modeling are corresponding to geological investigation, it was showed that discontinuity pattern causes an affect to horizontal discontinuity is continuous more than vertical discontinuity, that causes to water can flow in horizontal easier than vertical flow. -
Water-Sciences Software Guide
Table of Contents In The Name Of God the Compassionate the Merciful ! "#$% Application of Computers in Water-Sciences :&' ' ) #* Seyyed Javad Hoseiny : +, #./ +- Dr. Mhohamad Aflatuni 84 ) ' August 2005 219 3 -01 ! "#$% ,2/ " +, 34 5 6/ Table of Contents 1 Special Thanks 4 1 2 Abstract 5 2 3 Suggestions 6 3 4 Reason of Importance 7 4 5 Similar Researches 8 5 Detailed Guide for The First 6 9 #$% &' 12 !" # 6 Top 12 Software 7 Where to Find the Software 32 +,) # #$% &' () * 7 8 Software-Course List 33 /# .#$% &' -% 8 9 Rating Method 56 0# 1# 9 10 Initials & Expressions 58 23456 #!78 ,94 10 11 Full Software List 59 ,2/ " 7 6/ 11 12 CD Introduction 201 - %: 12 13 Website Introduction 202 - %: 13 To Those Who Are Whishing to # ;<4 0= >< 14 Continue Researching in This Field 204 14 * ? 15 Contact Us 205 / 15 16 Refrences and Resources 206 @8A B 16 17 What Do You Say? 218 + =C D 17 219 4 -01 ! "#$% ,2/ " +, 8 ' 9' Special Thanks ,' =8 =' #= #= , # # E ;= 'F=G H ? # ) &)D # 8 :;= - =: 3 # * ) (# 7-) '=G4% 7) . (* D N' *#) ' 7-) 2HL ,M' ":0 7) . 7D# # 7) =(' . 5< 5< O4 P=QH #@N' ) #= ,-< 1='% / . (;LS.;-# 7:6 N' R=L#=Q7# =7 7H' R=L# (; * # S 7 )) 'H3 * / . ( L7- Griffith N' 7-) Graham Jenkins 7) . (; /# N' 7-) ,: =0 7) . (VS - E.#- N' 7-) 3 #U T L8 7) . (S Utah State N' # S 7-) Wynn R. Walker 7) . ., # '#< ' Back to Contents 219 5 -01 ! "#$% ,2/ " +, :9-' 8; Abstract '# [7E #) VS &= ;XU36 ;-D#) Y;=(' ;) DS ? * Z .- E ? \ )S *=3 # =T= UG -
V5.5 Peer Review Final Report [PDF, 1.1
The South Florida Water Management Model, Version 5.5 Review of the SFWMM Adequacy as a Tool for Addressing Water Resources Issues Final Panel Report October 28, 2005 Panel: Rafael L. Bras, Chair Anthony Donigian Wendy Graham Vijay Singh Jery Stedinger Executive Summary Panel Task On August 1 2005 the South Florida Water Management District convened a panel of experts to perform a review of the South Florida Water Management Model (SFWMM), version 5.5, as described on the Documentation of the South Florida Water management Model, Version 5.5, Final Draft, August 2005. The essence of the Panel’s task was “To conduct an independent and objective review of the adequacy of the SFWMM [South Florida Water Management Model] as a regional modeling tool for addressing water resources issues in South Florida. The review shall rely on the latest documentation of the model as the primary source of information about the model.” The panel interpreted the mandate broadly, seeking to judge the adequacy of the model for its stated objectives and judging whether the written documentation articulates sufficiently well the capabilities of the model. It should be noted that the Panel could not, nor attempted to judge the accuracy of the coding of the model nor did it perform quality control exercises to vouch that it is error free. The Panel judged intended functionality and performance based only on the material provided and hence the accuracy of the model over its whole range of operations cannot be ascertained, except by written and oral assurances of the SFWMD staff and other users. -
GMS 10.1 Tutorial UTEXAS – Dam with Seepage Use SEEP2D and UTEXAS to Model Seepage and Slope Stability of an Earth Dam
v. 10.1 GMS 10.1 Tutorial UTEXAS – Dam with Seepage Use SEEP2D and UTEXAS to model seepage and slope stability of an earth dam Objectives Learn how to build an integrated SEEP2D/UTEXAS model in GMS. Prerequisite Tutorials Required Components Time • SEEP2D – Earth Dam • GIS • 25–40 minutes • UTEXAS – Natural Slope • Map Module • Mesh Module • SEEP2D • UTEXAS Page 1 of 16 © Aquaveo 2015 1 Introduction ......................................................................................................................... 2 1.1 Outline .......................................................................................................................... 3 2 Program Mode..................................................................................................................... 3 3 Getting Started .................................................................................................................... 3 4 Set the Units ......................................................................................................................... 4 5 Save the GMS Project File ................................................................................................. 4 6 Create the Conceptual Model Features ............................................................................. 5 6.1 Create the Points .......................................................................................................... 5 6.2 Create the Arcs and Polygons ...................................................................................... -
Interim Report
Final Presented @ USSD Annual Conf, Charleston, SC April 14-16, 2003 CONSTRUCTION DEWATERING AT SALUDA DAM; DESIGN, TESTING, AND IMPLEMENTATION John P. Osterle1 Paul C. Rizzo, P.E.2 William Argentieri, P.E.3 Jeffrey D. Holchin, P.E.4 ABSTRACT The proposed Remediation of Saluda Dam, located approximately ten miles to the west of Columbia South Carolina and owned and operated by South Carolina Electric & Gas Company (SCE&G), consists of a 5,500-foot-long Rock Fill Berm and a 2,200-foot-long Roller Compacted Concrete (RCC) Berm. This combination RCC and Rockfill Berm will be constructed along the downstream toe of the existing 200-foot-high earth embankment dam. Should the existing Dam fail during a seismic event, the combination Rockfill and RCC Berm will serve as a backup dam to prevent an uncontrolled release of Lake Murray. Extensive foundation excavations into the residual soil or to bedrock at the toe of the existing Dam are required to facilitate the construction of the RCC and Rockfill Berm. To maintain an adequate factor of safety against slope instability for the existing Dam during construction, the existing phreatic surface within the Dam needs to be lowered substantially by dewatering. Based on the hydrogeologic conditions at the site, Paul C. Rizzo Associates (RIZZO) determined that the dewatering system should consist primarily of deep wells and eductors. Numerous components of this system that have been installed are currently operating to lower the phreatic surface within the Dam and downstream foundation excavation. Engineering analyses consisting of analytical models and finite element analyses were utilized to estimate the approximate spacing and flow rate required for the deep wells and eductors. -
Integrated Surface-Subsurface Water Flow Modelling of the Laxemar Area Application of the Hydrological Model ECOFLOW
R-07-07 Integrated surface-subsurface water flow modelling of the Laxemar area Application of the hydrological model ECOFLOW Nikolay Sokrut, Kent Werner, Johan Holmén Golder Associates AB January 2007 Svensk Kärnbränslehantering AB Swedish Nuclear Fuel and Waste Management Co Box 5864 SE-102 40 Stockholm Sweden Tel 08-459 84 00 +46 8 459 84 00 Fax 08-661 57 19 +46 8 661 57 19 CM Gruppen AB, Bromma, 2007 ISSN 1402-3091 Tänd ett lager: SKB Rapport R-07-07 P, R eller TR. Integrated surface-subsurface water flow modelling of the Laxemar area Application of the hydrological model ECOFLOW Nikolay Sokrut, Kent Werner, Johan Holmén Golder Associates AB January 2007 This report concerns a study which was conducted for SKB. The conclusions and viewpoints presented in the report are those of the authors and do not necessarily coincide with those of the client. A pdf version of this document can be downloaded from www.skb.se Abstract Since 2002, the Swedish Nuclear Fuel and Waste Management Co (SKB) performs site investigations in the Simpevarp area, for the siting of a deep geological repository for spent nuclear fuel. The site descriptive modelling includes conceptual and quantitative modelling of surface-subsurface water interactions, which are key inputs to safety assessment and environmental impact assessment. Such modelling is important also for planning of continued site investigations. In this report, the distributed hydrological model ECOFLOW is applied to the Laxemar subarea to test the ability of the model to simulate surface water and near-surface groundwater flow, and to illustrate ECOFLOW’s advantages and drawbacks. -
Groundwater Modeling System Linkage with the Framework for Risk Analysis in Multimedia Environmental Systems
PNNL- 15654 Groundwater Modeling System Linkage with the Framework for Risk Analysis in Multimedia Environmental Systems G. Whelan K.J. Castleton February 2006 Prepared for the U.S. Nuclear Regulatory Commission Office of Nuclear Regulatory Research Division of Systems Analysis & Regulatory Effectiveness Rockville, Maryland 20852 under Contract DE-AC05-76RL01830 DISCLAIMER This report was prepared as an account of work sponsored by an agency of the United States Government. Neither the United States Government nor any agency thereof, nor Battelle Memorial Institute, nor any of their employees, makes any warranty, express or implied, or assumes any legal liability or responsibility for the accuracy, completeness, or usefulness of any information, apparatus, product, or process disclosed, or represents that its use would not infringe privately owned rights. Reference herein to any specific commercial product, process, or service by trade name, trademark, manufacturer, or otherwise does not necessarily constitute or imply its endorsement, recommendation, or favoring by the United States Government or any agency thereof, or Battelle Memorial Institute. The views and opinions of authors expressed herein do not necessarily state or reflect those of the United States Government or any agency thereof. PACIFIC NORTHWEST NATIONAL LABORATORY operated by BATTELLE for the UNITED STATES DEPARTMENT OF ENERGY under Contract DE-AC05-76RL01830 Printed in the United States of America Available to DOE and DOE contractors from the Office of Scientific and Technical Information, P.O. Box 62, Oak Ridge, TN 37831-0062; ph: (865) 576-8401 fax: (865) 576-5728 email: [email protected] Available to the public from the National Technical Information Service, U.S. -
Modelling Peatlands As Complex Adaptive Systems
MODELLING PEATLANDS AS COMPLEX ADAPTIVE SYSTEMS Paul John Morris Thesis submitted for the degree of PhD of the University of London, 22nd July 2009. Following examination, minor corrections submitted February 2010. Department of Geography, Queen Mary, University of London, 327 Mile End Road, London E1 4NS United Kingdom. 1 Abstract A new conceptual approach to modelling peatlands, DigiBog, involves a Complex Adaptive Systems consideration of raised bogs. A new computer hydrological model is presented, tested, and its capabilities in simulating hydrological behaviour in a real bog demonstrated. The hydrological model, while effective as a stand-alone modelling tool, provides a conceptual and algorithmic structure for ecohydrological models presented later. Using DigiBog architecture to build a cellular model of peatland patterning dynamics, various rulesets were experimented with to assess their effectiveness in predicting patterns. Contrary to findings by previous authors, the ponding model did not predict patterns under steady hydrological conditions. None of the rulesets presented offered an improvement over the existing nutrient-scarcity model. Sixteen shallow peat cores from a Swedish raised bog were analysed to investigate the relationship between cumulative peat decomposition and hydraulic conductivity, a relationship previously neglected in models of peatland patterning and peat accumulation. A multivariate analysis showed depth to be a stronger control on hydraulic conductivity than cumulative decomposition, reflecting the role of compression in closing pore spaces. The data proved to be largely unsuitable for parameterising models of peatland dynamics, due mainly to problems in core selection. However, the work showed that hydraulic conductivity could be expressed quantitatively as a function of other physical variables such as depth and cumulative decomposition. -
Groundwater - Surface Water Interaction Under the Effects of Climate and Land Use Changes
GROUNDWATER - SURFACE WATER INTERACTION UNDER THE EFFECTS OF CLIMATE AND LAND USE CHANGES by Gopal Chandra Saha B.Sc., Bangladesh University of Engineering & Technology, Bangladesh, 2003 M.Sc., Stuttgart University, Germany, 2006 M.Sc., Auburn University, USA, 2009 DISSERTATION SUBMITTED IN PARTIAL FULFILLMENT OF THE REQUIREMENTS FOR THE DEGREE OF DOCTOR OF PHILOSOPHY IN NATURAL RESOURCES AND ENVIRONMENTAL STUDIES UNIVERSITY OF NORTHERN BRITISH COLUMBIA September 2014 © Gopal Chandra Saha, 2014 UMI Number: 3663187 All rights reserved INFORMATION TO ALL USERS The quality of this reproduction is dependent upon the quality of the copy submitted. In the unlikely event that the author did not send a complete manuscript and there are missing pages, these will be noted. Also, if material had to be removed, a note will indicate the deletion. Di!ss0?t&Ciori Piiblist’Mlg UMI 3663187 Published by ProQuest LLC 2015. Copyright in the Dissertation held by the Author. Microform Edition © ProQuest LLC. All rights reserved. This work is protected against unauthorized copying under Title 17, United States Code. ProQuest LLC 789 East Eisenhower Parkway P.O. Box 1346 Ann Arbor, Ml 48106-1346 ABSTRACT Historical observed data and future climate projections provide enough evidence that water resources systems (i.e., surface water and groundwater) are extremely vulnerable to climate change. However, the impact of climate change on water resources systems varies from region to region. Therefore, climate change impact studies of water resources systems are of interest at regional to local scales. These studies provide a better understanding of the sensitivity of water resources systems to changes in climatic variables (i.e., precipitation and temperature), and help to manage future water resources.