Ground Water and Surface Water
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An Introduction to Topology the Classification Theorem for Surfaces by E
An Introduction to Topology An Introduction to Topology The Classification theorem for Surfaces By E. C. Zeeman Introduction. The classification theorem is a beautiful example of geometric topology. Although it was discovered in the last century*, yet it manages to convey the spirit of present day research. The proof that we give here is elementary, and its is hoped more intuitive than that found in most textbooks, but in none the less rigorous. It is designed for readers who have never done any topology before. It is the sort of mathematics that could be taught in schools both to foster geometric intuition, and to counteract the present day alarming tendency to drop geometry. It is profound, and yet preserves a sense of fun. In Appendix 1 we explain how a deeper result can be proved if one has available the more sophisticated tools of analytic topology and algebraic topology. Examples. Before starting the theorem let us look at a few examples of surfaces. In any branch of mathematics it is always a good thing to start with examples, because they are the source of our intuition. All the following pictures are of surfaces in 3-dimensions. In example 1 by the word “sphere” we mean just the surface of the sphere, and not the inside. In fact in all the examples we mean just the surface and not the solid inside. 1. Sphere. 2. Torus (or inner tube). 3. Knotted torus. 4. Sphere with knotted torus bored through it. * Zeeman wrote this article in the mid-twentieth century. 1 An Introduction to Topology 5. -
Evaluating Vapor Intrusion Pathways
Evaluating Vapor Intrusion Pathways Guidance for ATSDR’s Division of Community Health Investigations October 31, 2016 Contents Acronym List ........................................................................................................................................................................... 1 Introduction ........................................................................................................................................................................... 2 What are the potential health risks from the vapor intrusion pathway? ............................................................................... 2 When should a vapor intrusion pathway be evaluated? ........................................................................................................ 3 Why is it so difficult to assess the public health hazard posed by the vapor intrusion pathway? .......................................... 3 What is the best approach for a public health evaluation of the vapor intrusion pathway? ................................................. 5 Public health evaluation.......................................................................................................................................................... 5 Vapor intrusion evaluation process outline ............................................................................................................................ 8 References… …...................................................................................................................................................................... -
Managing Storm Water Runoff to Prevent Contamination of Drinking Water
United States Office of Water EPA 816-F-01-020 Environmental Protection (4606) July 2001 Agency Source Water Protection Practices Bulletin Managing Storm Water Runoff to Prevent Contamination of Drinking Water Storm water runoff is rain or snow melt that flows off the land, from streets, roof tops, and lawns. The runoff carries sediment and contaminants with it to a surface water body or infiltrates through the soil to ground water. This fact sheet focuses on the management of runoff in urban environments; other fact sheets address management measures for other specific sources, such as pesticides, animal feeding operations, and vehicle washing. SOURCES OF STORM WATER RUNOFF Urban and suburban areas are predominated by impervious cover including pavements on roads, sidewalks, and parking lots; rooftops of buildings and other structures; and impaired pervious surfaces (compacted soils) such as dirt parking lots, walking paths, baseball fields and suburban lawns. During storms, rainwater flows across these impervious surfaces, mobilizing contaminants, and transporting them to water bodies. All of the activities that take place in urban and suburban areas contribute to the pollutant load of storm water runoff. Oil, gasoline, and automotive fluids drip from vehicles onto roads and parking lots. Storm water runoff from shopping malls and retail centers also contains hydrocarbons from automobiles. Landscaping by homeowners, around businesses, and on public grounds contributes sediments, pesticides, fertilizers, and nutrients to runoff. Construction of roads and buildings is another large contributor of sediment loads to waterways. In addition, any uncovered materials such as improperly stored hazardous substances (e.g., household Parking lot runoff cleaners, pool chemicals, or lawn care products), pet and wildlife wastes, and litter can be carried in runoff to streams or ground water. -
Surface Physics I and II
Surface physics I and II Lectures: Mon 12-14 ,Wed 12-14 D116 Excercises: TBA Lecturer: Antti Kuronen, [email protected] Exercise assistant: Ane Lasa, [email protected] Course homepage: http://www.physics.helsinki.fi/courses/s/pintafysiikka/ Objectives ● To study properties of surfaces of solid materials. ● The relationship between the composition and morphology of the surface and its mechanical, chemical and electronic properties will be dealt with. ● Technologically important field of surface and thin film growth will also be covered. Surface physics I 2012: 1. Introduction 1 Surface physics I and II ● Course in two parts ● Surface physics I (SPI) (530202) ● Period III, 5 ECTS points ● Basics of surface physics ● Surface physics II (SPII) (530169) ● Period IV, 5 ECTS points ● 'Special' topics in surface science ● Surface and thin film growth ● Nanosystems ● Computational methods in surface science ● You can take only SPI or both SPI and SPII Surface physics I 2012: 1. Introduction 2 How to pass ● Both courses: ● Final exam 50% ● Exercises 50% ● Exercises ● Return by ● email to [email protected] or ● on paper to course box on the 2nd floor of Physicum ● Return by (TBA) Surface physics I 2012: 1. Introduction 3 Table of contents ● Surface physics I ● Introduction: What is a surface? Why is it important? Basic concepts. ● Surface structure: Thermodynamics of surfaces. Atomic and electronic structure. ● Experimental methods for surface characterization: Composition, morphology, electronic properties. ● Surface physics II ● Theoretical and computational methods in surface science: Analytical models, Monte Carlo and molecular dynamics sumilations. ● Surface growth: Adsorption, desorption, surface diffusion. ● Thin film growth: Homoepitaxy, heteroepitaxy, nanostructures. -
Surface Water
Chapter 5 SURFACE WATER Surface water originates mostly from rainfall and is a mixture of surface run-off and ground water. It includes larges rivers, ponds and lakes, and the small upland streams which may originate from springs and collect the run-off from the watersheds. The quantity of run-off depends upon a large number of factors, the most important of which are the amount and intensity of rainfall, the climate and vegetation and, also, the geological, geographi- cal, and topographical features of the area under consideration. It varies widely, from about 20 % in arid and sandy areas where the rainfall is scarce to more than 50% in rocky regions in which the annual rainfall is heavy. Of the remaining portion of the rainfall. some of the water percolates into the ground (see "Ground water", page 57), and the rest is lost by evaporation, transpiration and absorption. The quality of surface water is governed by its content of living organisms and by the amounts of mineral and organic matter which it may have picked up in the course of its formation. As rain falls through the atmo- sphere, it collects dust and absorbs oxygen and carbon dioxide from the air. While flowing over the ground, surface water collects silt and particles of organic matter, some of which will ultimately go into solution. It also picks up more carbon dioxide from the vegetation and micro-organisms and bacteria from the topsoil and from decaying matter. On inhabited watersheds, pollution may include faecal material and pathogenic organisms, as well as other human and industrial wastes which have not been properly disposed of. -
Estimation of Surface Runoff Using NRCS Curve Number in Some Areas in Northwest Coast, Egypt
E3S Web of Conferences 167, 02002 (2020) https://doi.org/10.1051/e3sconf/202016702002 ICESD 2020 Estimation of surface runoff using NRCS curve number in some areas in northwest coast, Egypt Mohamed E.S1. Abdellatif M.A1. Sameh Kotb Abd-Elmabod2, Khalil M.M.N.3 1 National Authority for Remote Sensing and Space Sciences (NARSS), Cairo, Egypt 2 Soil and Water Use Department, Agricultural and Biological Research Division, National Research Centre, Cairo 12622, Egyp 3 Soil Science Department, Faculty of Agriculture, Zagazig University, Zagazig, Egypt. Abstract. The sustainable agricultural development in the northwest coast of Egypt suffers constantly from the effects of surface runoff. Moreover, there is an urgent need by decision makers to know the effects of runoff. So the aim of this work is to integrate remote sensing and field data and the natural resource conservation service curve number model (NRCS-CN).using geographic information systems (GIS) for spatial evaluation of surface runoff .CN approach to assessment the effect of patio-temporal variations of different soil types as well as potential climate change impact on surface runoff. DEM was used to describe the effects of slope variables on water retention and surface runoff volumes. In addition the results reflects that the magnitude of surface runoff is associated with CN values using NRCS-CN model . The average of water retention ranging between 2.5 to 3.9m the results illustrated that the highest value of runoff is distinguished around the urban area and its surrounding where it ranged between 138 - 199 mm. The results show an increase in the amount of surface runoff to 199 mm when rainfall increases 200 mm / year. -
3D Modeling: Surfaces
CS 430/536 Computer Graphics I Overview • 3D model representations 3D Modeling: • Mesh formats Surfaces • Bicubic surfaces • Bezier surfaces Week 8, Lecture 16 • Normals to surfaces David Breen, William Regli and Maxim Peysakhov • Direct surface rendering Geometric and Intelligent Computing Laboratory Department of Computer Science Drexel University 1 2 http://gicl.cs.drexel.edu 1994 Foley/VanDam/Finer/Huges/Phillips ICG 3D Modeling Representing 3D Objects • 3D Representations • Exact • Approximate – Wireframe models – Surface Models – Wireframe – Facet / Mesh – Solid Models – Parametric • Just surfaces – Meshes and Polygon soups – Voxel/Volume models Surface – Voxel – Decomposition-based – Solid Model • Volume info • Octrees, voxels • CSG • Modeling in 3D – Constructive Solid Geometry (CSG), • BRep Breps and feature-based • Implicit Solid Modeling 3 4 Negatives when Representing 3D Objects Representing 3D Objects • Exact • Approximate • Exact • Approximate – Complex data structures – Lossy – Precise model of – A discretization of – Expensive algorithms – Data structure sizes can object topology the 3D object – Wide variety of formats, get HUGE, if you want each with subtle nuances good fidelity – Mathematically – Use simple – Hard to acquire data – Easy to break (i.e. cracks represent all primitives to – Translation required for can appear) rendering – Not good for certain geometry model topology applications • Lots of interpolation and and geometry guess work 5 6 1 Positives when Exact Representations Representing 3D Objects • Exact -
Introduction and Characteristics of Flow
Introduction and Characteristics of Flow By James W. LaBaugh and Donald O. Rosenberry Chapter 1 of Field Techniques for Estimating Water Fluxes Between Surface Water and Ground Water Edited by Donald O. Rosenberry and James W. LaBaugh Techniques and Methods Chapter 4–D2 U.S. Department of the Interior U.S. Geological Survey Contents Introduction.....................................................................................................................................................5 Purpose and Scope .......................................................................................................................................6 Characteristics of Water Exchange Between Surface Water and Ground Water .............................7 Characteristics of Near-Shore Sediments .......................................................................................8 Temporal and Spatial Variability of Flow .........................................................................................10 Defining the Purpose for Measuring the Exchange of Water Between Surface Water and Ground Water ..........................................................................................................................12 Determining Locations of Water Exchange ....................................................................................12 Measuring Direction of Flow ............................................................................................................15 Measuring the Quantity of Flow .......................................................................................................15 -
Groundwater Overdraft, Electricity, and Wrong Incentives : Evidence from Mexico
Groundwater Overdraft, Electricity, and Wrong Incentives : Evidence from Mexico Vincente Ruiz WP 2016.05 Suggested citation: V. Ruiz (2016). Groundwater Overdraft, Electricity, and Wrong Incentives : Evidence from Mexico. FAERE Working Paper, 2016.05. ISSN number: 2274-5556 www.faere.fr Groundwater Overdraft, Electricity, and Wrong Incentives: Evidence from Mexico by Vicente Ruiz⇤ Last version: January 2016 Abstract Groundwater overdraft is threatening the sustainability of an increasing number of aquifers in Mexico. The excessive amount of groundwater ex- tracted by irrigation farming has significantly contributed to this problem. The objective of this paper is to analyse the effect of changes in ground- water price over the allocation of different production inputs. I model the technology of producers facing groundwater overdraft through a Translog cost function and using a combination of multiple micro-data sources. My results show that groundwater demand is inelastic, -0.54. Moreover, these results also show that both labour and fertiliser can act as substitutes for groundwater, further reacting to changes in groundwater price. JEL codes:Q12,Q25 Key words: Groundwater, Electricity, Subsidies, Mexico, Translog Cost ⇤Université Paris 1 - Panthéon Sorbonne, Paris School of Economics (PSE). Centre d’Économie de la Sorbonne, 106-112 Boulevard de l’Hopital, 75647, Paris Cedex 13, France. Email: [email protected] Introduction The high rate of groundwater extraction in Mexico is threatening the sustainability of an increasing number of aquifers in the country. Today in Mexico 1 out of 6aquifersisconsideredtobeoverexploited(CONAGUA, 2010). Groundwater overdraft is not only an important cause of major environmental problems, but it also has a direct impact on economic activities and the wellbeing of a high share of the population. -
Surface Topology
2 Surface topology 2.1 Classification of surfaces In this second introductory chapter, we change direction completely. We dis- cuss the topological classification of surfaces, and outline one approach to a proof. Our treatment here is almost entirely informal; we do not even define precisely what we mean by a ‘surface’. (Definitions will be found in the following chapter.) However, with the aid of some more sophisticated technical language, it not too hard to turn our informal account into a precise proof. The reasons for including this material here are, first, that it gives a counterweight to the previous chapter: the two together illustrate two themes—complex analysis and topology—which run through the study of Riemann surfaces. And, second, that we are able to introduce some more advanced ideas that will be taken up later in the book. The statement of the classification of closed surfaces is probably well known to many readers. We write down two families of surfaces g, h for integers g ≥ 0, h ≥ 1. 2 2 The surface 0 is the 2-sphere S . The surface 1 is the 2-torus T .For g ≥ 2, we define the surface g by taking the ‘connected sum’ of g copies of the torus. In general, if X and Y are (connected) surfaces, the connected sum XY is a surface constructed as follows (Figure 2.1). We choose small discs DX in X and DY in Y and cut them out to get a pair of ‘surfaces-with- boundaries’, coresponding to the circle boundaries of DX and DY. -
Reference: Groundwater Quality and Groundwater Pollution
PUBLICATION 8084 FWQP REFERENCE SHEET 11.2 Reference: Groundwater Quality and Groundwater Pollution THOMAS HARTER is UC Cooperative Extension Hydrogeology Specialist, University of California, Davis, and Kearney Agricultural Center. roundwater quality comprises the physical, chemical, and biological qualities of UNIVERSITY OF G ground water. Temperature, turbidity, color, taste, and odor make up the list of physi- CALIFORNIA cal water quality parameters. Since most ground water is colorless, odorless, and Division of Agriculture without specific taste, we are typically most concerned with its chemical and biologi- and Natural Resources cal qualities. Although spring water or groundwater products are often sold as “pure,” http://anrcatalog.ucdavis.edu their water quality is different from that of pure water. In partnership with Naturally, ground water contains mineral ions. These ions slowly dissolve from soil particles, sediments, and rocks as the water travels along mineral surfaces in the pores or fractures of the unsaturated zone and the aquifer. They are referred to as dis- solved solids. Some dissolved solids may have originated in the precipitation water or river water that recharges the aquifer. A list of the dissolved solids in any water is long, but it can be divided into three groups: major constituents, minor constituents, and trace elements (Table 1). The http://www.nrcs.usda.gov total mass of dissolved constituents is referred to as the total dissolved solids (TDS) concentration. In water, all of the dissolved solids are either positively charged ions Farm Water (cations) or negatively charged ions (anions). The total negative charge of the anions always equals the total positive charge of the cations. -
Land Degeneration Due to Water Infiltration and Sub-Erosion
sustainability Article Land Degeneration due to Water Infiltration and Sub-Erosion: A Case Study of Soil Slope Failure at the National Geological Park of Qian-an Mud Forest, China Xiangjian Rui, Lei Nie, Yan Xu * and Hong Wang Construction Engineering College, Jilin University, Changchun 130026, China * Correspondence: [email protected] Received: 7 August 2019; Accepted: 26 August 2019; Published: 29 August 2019 Abstract: Sustainable development of the natural landscape has received an increasing attention worldwide. Identifying the causes of land degradation is the primary condition for adopting appropriate methods to preserve degraded landscapes. The National Geological Park of Qian-an mud forest in China is facing widespread land degradation, which not only threatens landscape development but also endangers many households and farmlands. Using the park as a research object, we identified the types of slope failure and the factors that contribute to their occurrence. During June 2017, a detailed field survey conducted in a representative area of the studied region found two main types of slope failure: soil cave piping and vertical collapse. Physicochemical properties of the soil samples were measured in the laboratory. Results show that soil slope failure is controlled by three factors: (1) the typical geological structure of the mud forest area represented by an upper layer of thick loess sub-sandy soil and the near-vertical slope morphology; (2) particular soil properties, especially soil dispersibility; and (3) special climate conditions with distinct wet and dry seasons. Keywords: landscape; mud forest; land degeneration; water infiltration; sub-erosion; soil slope failure 1. Introduction Recently, the sustainable development of natural landscapes has received an increasing attention worldwide.