Hydrology and Limnology – Another Boundary in the Danube River Basin
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Wetlands Ecology and Management 12: 235–276, 2004. 235 # 2004 Kluwer Academic Publishers. Printed in the Netherlands. Ecohydrology as a new tool for sustainable management of estuaries and coastal waters E. Wolanski1,*, L.A. Boorman2, L. Chı´charo3, E. Langlois-Saliou4, R. Lara5, A.J. Plater6, R.J. Uncles7 and M. Zalewski8 1Australian Institute of Marine Science, PMB No. 3, Townsville MC, Q. 4810, Australia; 2LAB Coastal, The Maylands, Holywell, St. Ives, Cambs. PE27 4TQ, UK; 3Universidade do Algarve, CCMAR, Campus de Gambelas, Faculdade do Mare do Ambiente, Portugal; 4Laboratoire d’Ecologie, UPRES-EA 1293, Groupe de Recherche ECODIV ‘‘Biodiversite´ et Fonctionnement des Ecosysteemes’’, Universite´ de Rouen, 76821 Mont Saint Aignan, France; 5Zentrum fuur€ Marine Tropeno¨kologie, Fahrenheitstrasse 6, 28359 Bremen, Germany; 6Department of Geography, University of Liverpool, P.O. Box 147, Liverpool, L69 7ZT, UK; 7Plymouth Marine Laboratory, Prospect Place, Plymouth, UK; 8Department of Applied Ecology, University of Lodz, ul. Banacha 12/16, 902-237 Lodz, Poland; *Author for correspondence (e-mail: [email protected]) Received 30 June 2003; accepted in revised form 10 December 2003 Key words: Ecohydrology, Ecology, Environmental degradation, Estuary, Hydrology, Management, Sustainable development Abstract Throughout the world, estuaries and coastal waters have experienced degradation. Present proposed remedial measures based on engineering and technological fix are not likely to restore the ecological processes of a healthy, robust estuary and, as such, will not reinstate the full beneficial functions of the estuary ecosystem. The successful management of estuaries and coastal waters requires an ecohydrology- based, basin-wide approach. This necessitates changing present practices by official institutions based on municipalities or counties as an administrative unit, or the narrowly focused approaches of managers of specific activities (e.g., farming and fisheries, water resources, urban and economic developments, wetlands management and nature conservationists). -
Urban Water Management (ESRM 311 & SEFS 507)
Urban Water Management (ESRM 311 & SEFS 507) Cougar Mtn Regional Wildland Park & Lakemont Blvd, Bellevue WA Lecture Today • Urban Water management terms • Examples of water management in urban areas • Field trip sites Urban Water Management terms • A retention basin is used to manage stormwater runoff to prevent flooding and downstream erosion, and improve water quality in an adjacent river, stream, lake or bay. Sometimes called a wet pond or wet detention basin, it is an artificial lake with vegetation around the perimeter, and includes a permanent pool of water in its design • A detention basin, sometimes called a "dry pond," which temporarily stores water after a storm, but eventually empties out at a controlled rate to a downstream water body. • Infiltration basin which is designed to direct stormwater to groundwater through permeable soils 3 Urban Water Management terms • Stormwater management pond is an artificial pond that is designed to collect and retain urban stormwater. They are frequently built into urban areas in North America to also retain sediments and other materials • Stormwater detention vault is an underground structure designed to manage excess stormwater runoff on a developed site, often in an urban setting. This type of best management practice may be selected when there is insufficient space on the site to infiltrate the runoff or build a surface facility such as a detention basin or retention basin.[1] Detention vaults manage stormwater quantity flowing to nearby surface waters. They help prevent flooding and can reduce erosion in rivers and streams. They do not provide treatment to improve water quality, though some are attached to a media filter bank to remove pollutants 4 Bioretention Basins Bioretention basins are landscaped depressions or shallow basins used to slow and treat on-site stormwater runoff. -
Building Resilient Infrastructure for the Future
Technical Assistance Consultant’s Report Project Number: 50159-001 December 2019 Technical Assistance Number: 9461 Regional: Protecting and Investing in Natural Capital in Asia and the Pacific (Cofinanced by the Climate Change Fund and the Global Environment Facility) Prepared by: Bregje van Wesenbeeck, Christa van IJzendoorn, and Ana Nunez Sanchez Deltares, Delft, Netherlands Asian Development Bank is the executing and implementing agency. This consultant’s report does not necessarily reflect the views of ADB or the Government concerned, and ADB and the Government cannot be held liable for its contents. (For project preparatory technical assistance: All the views expressed herein may not be incorporated into the proposed project’s design. GUIDELINES FOR MAINSTREAMING NATURAL RIVER MANAGEMENT IN ADB WATER SECTOR INVESTMENTS Dr. Bregie K. van Wesenbeeck, Christa van IJzendoorn, Ana Nunez Sanchez ASIAN DEVELOPMENT BANK GUIDELINES FOR MAINSTREAMING NATURAL RIVER MANAGEMENT IN ADB WATER SECTOR INVESTMENTS Dr. Bregie K. van Wesenbeeck, Christa van IJzendoorn, Ana Nunez Sanchez ASIAN DEVELOPMENT BANK With contributions of: Iris Niesten Sien Kok Stéphanie IJff Hans de Vroeg Femke Schasfoort Status: final This is a final report as delivered to ADB on December 2019. Keywords: River management, nature-based solutions, integrated river basin management (IRBM), flood risk management (FRM), integrated water resource management (IWRM), ecosystem services. Summary: River basins throughout Asia face increasing populations numbers and rapid economic and infrastructure development. Overall, infrastructure development often neglects dynamics and natural functions of river basins. Therefore, river management is becoming increasingly expensive, may not be sustainable on the long- term and negatively affects people that depend on the river for their livelihoods. -
Bioretention Basins/Rain Gardens
Florida Field Guide to Low Impact Development Bioretention Basins/Rain Gardens Depiction of typical bioretention area design illustrating shallow slopes, well drained soil profile and location of plant material along hydrologic gradient. Basins with large catchments should include an over drain or provide a spillway in case of high flow event, and underdrains can be used in areas with low conductivity soils. Definition: Objectives: A bioretention area or rain garden is a shallow Bioretention basins/rain gardens retain, filter, and planted depression designed to retain or detain treat stormwater runoff using a shallow depression stormwater before it is infiltrated or discharged of conditioned soil topped with a layer of mulch downstream. While the terms “rain garden” and or high carbon soil layer and vegetation tolerant “bioretention basin” may be used interchangeably, of short-term flooding. Depending on the design, they can be considered along a continuum of size, they can provide retention or detention of runoff where the term “rain garden” is typically used to water and will trap and remove suspended solids describe a planted depression on an individual and filter or absorb pollutants to soils and plant homeowner’s lot, where the lot comprises the material. extent of the catchment area. Bioretention basins serve the same purpose but that more technical Overview: term typically describes larger projects in Bioretention basins can be installed at various community common areas as well as non- scales, for example, integrated with traffic calming residential applications. measures in suburban parks and in retarding basins. In larger applications, it is considered good practice to have pretreatment measures (e.g. -
Package 'Ecohydrology'
Package ‘EcoHydRology’ February 15, 2013 Version 0.4.7 Title A community modeling foundation for Eco-Hydrology. Author Fuka DR, Walter MT, Archibald JA, Steenhuis TS, and Easton ZM Maintainer Daniel Fuka <[email protected]> Depends R (>= 2.10), operators, topmodel, DEoptim, XML Description This package provides a flexible foundation for scientists, engineers, and policy makers to base teaching exercises as well as for more applied use to model complex eco-hydrological interactions. License GPL-2 Repository CRAN Date/Publication 2013-01-16 08:11:25 KeepSource TRUE NeedsCompilation no R topics documented: EcoHydRology-package . .2 alter_files . .3 AtmosphericEmissivity . .4 BaseflowSeparation . .5 build_gsod_forcing_data . .6 calib_swat_ex . .7 change_params . .8 declination . .8 EnvirEnergy . .9 EstCloudiness . 10 EvapHeat . 11 get_cfsr_latlon . 12 get_gsod_stn . 13 1 2 EcoHydRology-package get_usgs_gage . 15 GroundHeat . 16 GSOD_history . 17 hydrograph . 18 Longwave . 19 NetRad . 20 OwascoInlet . 21 PET_fromTemp . 22 PotentialSolar . 23 RainHeat . 24 SatVaporDensity . 24 SatVaporPressure . 25 SatVapPresSlope . 26 SensibleHeat . 26 setup_swatcal . 27 slopefactor . 28 SnowMelt . 29 SoilStorage . 30 Solar . 31 solarangle . 32 solaraspect . 32 SWAT2005 . 33 swat_general . 34 swat_objective_function . 39 swat_objective_function_rch . 40 testSWAT2005 . 40 transmissivity . 41 Index 43 EcoHydRology-package A community modeling foundation for Eco-Hydrology. Description This package provides a flexible foundation for scientists, engineers, and policy -
Wet Pond/Retention Basin
Pennsylvania Stormwater Best Management Practices Manual Chapter 6 BMP 6.6.2: Wet Pond/Retention Basin Wet Ponds/Retention Basins are stormwater basins that include a substantial permanent pool for water quality treatment and additional capacity above the permanent pool for temporary runoff storage. Key Design Elements Potential Applications Residential: Yes Commercial: Yes Ultra Urban: Yes Industrial: Yes Retrofit: Yes Highway/Road: Yes · Adequate drainage area (usually 5 to 10 acres minimum) or proof of sustained baseflow Stormwater Functions · Natural high groundwater table · Maintenance of permanent water surface · Should have at least 2 to 1 length to width ratio Volume Reduction: Low Recharge: Low Robust and diverse vegetation surrounding wet pond · Peak Rate Control: High · Relatively impermeable soils Water Quality: Medium · Forebay for sediment collection and removal · Dewatering mechanism Water Quality Functions TSS: 70% TP: 60% NO3: 30% 363-0300-002 / December 30, 2006 Page 163 of 257 Pennsylvania Stormwater Best Management Practices Manual Chapter 6 Description Wet Detention Ponds are stormwater basins that include a permanent pool for water quality treatment and additional capacity above the permanent pool for temporary storage. Wet Ponds should include one or more forebays that trap course sediment, prevent short-circuiting, and facilitate maintenance. The pond perimeter should generally be covered by a dense stand of emergent wetland vegetation. While they do not achieve significant groundwater recharge or volume reduction, they can be effective for pollutant removal and peak rate mitigation. Wet Ponds (WPs) can also provide aesthetic and wildlife benefits. WPs require an adequate source of inflow to maintain the permanent water surface. -
Sediment Forebay
VA DEQ STORMWATER DESIGN SPECIFICATION INTRODUCTION: APPENDIX D: SEDIMENT FOREBAY APPENDIX D SEDIMENT FOREBAY VERSION 1.0 March 1, 2011 SECTION D-1: DESCRIPTION OF PRACTICE A sediment forebay is a settling basin or plunge pool constructed at the incoming discharge points of a stormwater BMP. The purpose of a sediment forebay is to allow sediment to settle from the incoming stormwater runoff before it is delivered to the balance of the BMP. A sediment forebay helps to isolate the sediment deposition in an accessible area, which facilitates BMP maintenance efforts. SECTION D-2: PERFORMANCE CRITERIA Not applicable. Introduction: Appendix D: Sediment Forebay 1 of 7 Version 1.0, March 1, 2011 VA DEQ STORMWATER DESIGN SPECIFICATION INTRODUCTION: APPENDIX D: SEDIMENT FOREBAY SECTION D-3: PRACTICE APPLICATIONS AND FEASIBILITY A sediment forebay is an essential component of most impoundment and infiltration BMPs including retention, detention, extended-detention, constructed wetlands, and infiltration basins. A sediment forebay should be located at each inflow point in the stormwater BMP. Storm drain piping or other conveyances may be aligned to discharge into one forebay or several, as appropriate for the particular site. Forebays should be installed in a location which is accessible by maintenance equipment. Water Quality A sediment forebay not only serves as a maintenance feature in a stormwater BMP, it also enhances the pollutant removal capabilities of the BMP. The volume and depth of the forebay work in concert with the outlet protection at the inflow points to dissipate the energy of incoming stormwater flows. This allows the heavier, course-grained sediments and particulate pollutants to settle out of the runoff. -
Deep Creek Master Drainage Plan Update
INDICATIVE OF EXPECTED WATER SURFACE ELEVATIONS FOR THE PURPOSES OF FLOODPLAIN MANAGEMENT AND/OR INSURANCE REQUIREMENTS. The SWMM models developed for this study could be adapted for use in the National Flood Insurance Program and submitted to FEMA for approval, but until they are subjected to that process the published flood insurance studies and rate maps remain fully in effect. Back-to-Back Storms Analysis The City of Chesapeake has flood storage requirements regarding back-to-back storms. Simply stated, detention and retention facilities must recover a substantial portion of the available flood storage 48 hours after a 10-Year Type II design storm event begins. A special SWMM analysis was constructed and run to produce the results indicated in Table D-1. As shown in the table, all of the storm water basins in the watershed should recover flood storage capacity adequately within 48 hours after the onset of a 10-year Type II storm, and all of them have excess storage capacity above the peak 10-year water surface elevation. The City’s back-to-back storm analysis requirements are not well understood in the consulting community, and have not been consistently applied from project to project. The ultimate intent is to produce good detention and retention facility designs that can recover a reasonable amount of flood storage capacity so that flood damage can be avoided if one severe storm is followed shortly by another. The development of specific back-to-back storm evaluation criteria is problematic for several reasons. First, back-to-back 10-year (for example) storms comprise a hydrologic design event that has a return period well beyond 10-years, and designs to accommodate such an event can be very expensive to construct, or to retrofit. -
Groundwater Microbial Communities in Times of Climate Change
Groundwater Microbial Communities in Times of Climate Change Alice Retter, Clemens Karwautz and Christian Griebler* University of Vienna, Department of Functional & Evolutionary Ecology, Althanstrasse 14, 1090 Vienna, Austria; * corresponding author Email: [email protected], [email protected], [email protected] DOI: https://doi.org/10.21775/cimb.041.509 Abstract Climate change has a massive impact on the global water cycle. Subsurface ecosystems, the earth largest reservoir of liquid freshwater, currently experience a significant increase in temperature and serious consequences from extreme hydrological events. Extended droughts as well as heavy rains and floods have measurable impacts on groundwater quality and availability. In addition, the growing water demand puts increasing pressure on the already vulnerable groundwater ecosystems. Global change induces undesired dynamics in the typically nutrient and energy poor aquifers that are home to a diverse and specialized microbiome and fauna. Current and future changes in subsurface environmental conditions, without doubt, alter the composition of communities, as well as important ecosystem functions, for instance the cycling of elements such as carbon and nitrogen. A key role is played by the microbes. Understanding the interplay of biotic and abiotic drivers in subterranean ecosystems is required to anticipate future effects of climate change on groundwater resources and habitats. This review summarizes potential threats to groundwater ecosystems with emphasis on climate change and the microbial world down below our feet in the water saturated subsurface. Introduction Groundwater ecosystems contain 97 % of the non-frozen freshwater resources and as such provide an important water supply for irrigation of agricultural land, industrial caister.com/cimb 509 Curr. -
Ecohydrology of Natural and Restored Wetlands in a Glacial Plain
Syracuse University SURFACE Dissertations - ALL SURFACE December 2018 Ecohydrology of Natural and Restored Wetlands in a Glacial Plain Kyotaek Hwang Syracuse University Follow this and additional works at: https://surface.syr.edu/etd Part of the Engineering Commons Recommended Citation Hwang, Kyotaek, "Ecohydrology of Natural and Restored Wetlands in a Glacial Plain" (2018). Dissertations - ALL. 990. https://surface.syr.edu/etd/990 This Dissertation is brought to you for free and open access by the SURFACE at SURFACE. It has been accepted for inclusion in Dissertations - ALL by an authorized administrator of SURFACE. For more information, please contact [email protected]. Abstract More than half of wetland area in the U.S. have been converted to other land use types for agricultural use and development. Limited understanding of ecological services provided to society by wetlands is another reason for the massive wetland loss in the past. Section 404 of the Clean Water Act and the 1989 federal mandate of “no net wetland loss” supported increased efforts for wetland restoration and creation to compensate for two centuries of ecosystem degradation. Hydrology is a critical driver for wetland formation and sustainability, yet few studies have investigated the ecosystem benefits of restored or constructed wetlands relative to natural wetlands. Considering that unexpected ecohydrologic behaviors such as drought have been reported as a main cause of unsuccessful restoration over the U.S., understanding and quantifying water movement within the local seeing is imperative to future wetland restoration. From an environmental engineering perspective, wetlands are regarded as complex environments controlled by regional geomorphology, atmosphere, geologic setting, and human activity. -
Water, Climate, and Vegetation: Ecohydrology in a Changing World”
Hydrol. Earth Syst. Sci., 16, 4633–4636, 2012 www.hydrol-earth-syst-sci.net/16/4633/2012/ Hydrology and doi:10.5194/hess-16-4633-2012 Earth System © Author(s) 2012. CC Attribution 3.0 License. Sciences Preface “Water, climate, and vegetation: ecohydrology in a changing world” L. Wang1,2, J. Liu3, G. Sun4, X. Wei5, S. Liu6, and Q. Dong7 1Department of Earth Sciences, Indiana University – Purdue University, Indianapolis (IUPUI), Indianapolis, IN 46202, USA 2Water Research Center, School of Civil and Environmental Engineering, University of New South Wales, Sydney NSW, 2052, Australia 3School of Nature Conservation, Beijing Forestry University, Beijing, 100083, China 4Eastern Forest Environmental Threat Assessment Center, USDA Forest Service, Raleigh, NC 27606, USA 5Earth and Environmental Sciences, University of British Columbia (Okanagan campus), 3333 University way, Kelowna, BC V1V 1V7, Canada 6Research Institute of Forest Ecology, Environment and Protection, Chinese Academy of Forestry, Beijing, 100091, China 7Fort Collins Science Center, USGS, Fort Collins, CO 80526, USA Correspondence to: L. Wang ([email protected]) Ecohydrology has advanced rapidly in the past few (Liu and Yang, 2010). We foresee that ecohydrologists will decades. A search of the topic “ecohydrology” in the Web be increasingly called upon to address questions regarding of Science showed an exponential growth of both publica- vegetation and climate changes and their influence on water tions and citations. The number of publications and citations security at a range of spatial and temporal scales in the future. increased from 7 and 6, respectively in 2000 to 65 and 1262 This special issue is a product of three ecohydrology ses- by 26 November 2012 (Fig. -
Ecohydrology
BEE 6740 Spring 2010 Ecohydrology Daily Evapotranspiration via Penman-Montheith -1 Notation: ET = Evapotranspiration = Qe/(vw) [m d ] -1 v = latent heat of vaporization [2500 kJ kg ] 3 -3 w = density of water [10 kg m ] o o T = temperature [ K or C] 3 v = vapor density [kg/m ] o 3 v = saturation vapor density [kg/m ] -6 e = vapor pressure = 4.26x10 v T [mb] {T in oK} Penman-Monteith Equation (Monteith, J.L. 1965. Evaporation and environment. In: Proc. 19th Symposium Soc. Exp. Bio. P. 205-233) o Q C va va rn a r (1) Q a [kJ m-2 d-1] e r 1 c ra o -3 vs = saturated vapor density @ canopy surface [kg m ] -3 va = vapor density of air [kg m ] ~ psychrometric constant [4.95x10-4 kg m-3 oC-1] C = v = slope of the saturation curve on the psychrometric chart [kg m-3 oC-1] 3.221x104 exp0.8876T 0.08 for 0<T<25oC [kg m-3 oC-1] 3.405x104 exp0.0642T for T<0oC [kg m-3 oC-1] ra = atmospheric resistance to vapor transfer, very sensitive to windspeed [d/m] 2 z d z z d z 2 ln h ln m ln z zh zm m (2) ra = ~ X 86400 s/d uk 2 uk 2 u = average windspeed [m/s] k = von Karman Constant [0.41] z = measurement height [m] zm = momentum roughness parameter ≈ 0.13-0.2h [m] zh = heat roughness parameter ≈ 0.2zm [m] d = zero plane displacement ~ 0.77h [m] h = vegetation height [m] NOTE: because the sensitivity of Eq.