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Predicting the Annual Erosion Rates on a Small Stream by the BANCS Model
Original Paper Soil and Water Research, 14, 2019 (4): 200–211 https://doi.org/10.17221/58/2018-SWR Predicting the annual erosion rates on a small stream by the BANCS model Zuzana Allmanová1*, Mária Vlčková1, Martin Jankovský 2, Michal Allman1, Helena Hlavatá3 1Department of Forest Harvesting, Logistics and Ameliorations, Faculty of Forestry, Technical University in Zvolen, Zvolen, Slovakia 2Department of Forestry Technology and Constructions, Faculty of Forestry and Wood Sciences, Czech University of Life Sciences Prague, Prague, Czech Republic 3Slovak Hydrometeorological Institute, Košice, Slovakia *Corresponding author: [email protected] Citation: Allmanová Z., Vlčková M., Jankovský M., Allman M., Hlavatá H. (2019): Predicting the annual erosion rates on a small stream by the BANCS model. Soil & Water Res., 14: 200−211. Abstract: The erosion of streambanks causes soil loss and degrades the stream habitat. To optimize the prevention of bank erosion, we first need to determine the most vulnerable places on banks. This can be done by the BANCS model. However, data are still missing on its accuracy in small streams. We measured the real annual erosion rates on 18 experimental sections established on the Lomnická stream. Using the Near Bank Stress (NBS) and Bank Erosion Hazard Index (BEHI) we developed the erosion prediction curves and evaluated the relationship between these two indices and the real annual erosion rates. We found a strong relationship between BEHI and real annual erosion rates, with R2 = 0.72. The relationship between the NBS index and real annual erosion rates was also strong, withR 2 = 0.53. Then we constructed erosion prediction curves for very high and extreme BEHI and for moderate and high BEHI. -
September 21, 2020 (PDF)
Meeting Minutes Hightstown Borough Council September 21, 2020 6:30 p.m. The meeting was called to order by Mayor Quattrone at 6:31 p.m. and he read the Open Public Meetings Act statement which stated, “Adequate notice of this meeting has been given in accordance with the Open Public Meetings Act, pursuant to Public Law 1975, Chapter 231. Said notice was sent to the Trenton Times and the Windsor-Hights Herald, and is posted on the Borough Website.” The flag salute followed Roll Call. PRESENT ABSENT Councilmember Bluth ✓ Councilmember Cicalese ✓ Councilmember Jackson ✓ Councilmember Misiura ✓ Councilmember Musing ✓ Councilmember Stults ✓ Mayor Quattrone ✓ Also in attendance: Margaret (Peggy) Riggio, Deputy Borough Clerk; Debra Sopronyi Borough Clerk/ Administrator; Carmela Roberts, Borough Engineer and Fred Raffetto, Borough Attorney. The Flag Salute followed roll call. APPROVAL OF AGENDA Moved by Councilmember Misiura; Seconded by Councilmember Cicalese. Roll Call Vote: Councilmembers Bluth, Cicalese, Jackson, Misiura, Musing and Stults voted yes. Agenda approved 6-0. APPROVAL OF MINUTES August 25, 2020 – Budget Meeting Moved by Council President Musing; Seconded by Councilmember Jackson. Roll Call Vote: Councilmembers Bluth; Cicalese, Jackson, Misiura and Musing voted yes. Councilmember Stults abstained. September 21, 2020 1 Minutes approved 5-0 with 1 abstention. August 31, 2020 – Public Session Moved by Councilmember Bluth; Seconded by Councilmember Cicalese. Roll Call Vote: Councilmembers Bluth, Cicalese, Jackson, Misiura, Musing and Stults. Minutes approved 6-0. August 31, 2020 – Executive Session Moved by Council President Musing; Seconded by Councilmember Jackson. Roll Call Vote: Councilmembers Bluth, Cicalese, Jackson, Misiura, Musing and Stults. Minutes approved 6-0. PUBLIC COMMENT I Mayor Quattrone opened public comment period I and the following individuals spoke: There being no one coming forward, Mayor Quattrone closed the public comment period. -
Hydrochemical Zoning and Chemical Evolution of the Deep Upper Jurassic Thermal Groundwater Reservoir Using Water Chemical and Environmental Isotope Data
water Article Hydrochemical Zoning and Chemical Evolution of the Deep Upper Jurassic Thermal Groundwater Reservoir Using Water Chemical and Environmental Isotope Data Florian Heine * , Kai Zosseder and Florian Einsiedl * Chair of Hydrogeology, Department of Civil, Geo and Environmental Engineering, Technical University of Munich, Arcisstr. 21, 80333 Munich, Germany; [email protected] * Correspondence: fl[email protected] (F.H.); [email protected] (F.E.); Tel.: +49-(89)-289-25833 (F.E.) Abstract: A comprehensive hydrogeological understanding of the deep Upper Jurassic carbonate aquifer, which represents an important geothermal reservoir in the South German Molasse Basin (SGMB), is crucial for improved and sustainable groundwater resource management. Water chemical data and environmental isotope analyses of δD, δ18O and 87Sr/86Sr were obtained from groundwater of 24 deep Upper Jurassic geothermal wells and coupled with a few analyses of noble gases (3He/4He, 40Ar/36Ar) and noble gas infiltration temperatures. Hierarchical cluster analysis revealed three major water types and allowed a hydrochemical zoning of the SGMB, while exploratory factor analyses identified the hydrogeological processes affecting the water chemical composition of the thermal water. Water types 1 and 2 are of Na-[Ca]-HCO3-Cl type, lowly mineralised and have been recharged 87 86 under meteoric cold climate conditions. Both water types show Sr/ Sr signatures, stable water isotopes values and calculated apparent mean residence times, which suggest minor water-rock Citation: Heine, F.; Zosseder, K.; interaction within a hydraulically active flow system of the Northeastern and Southeastern Central Einsiedl, F. Hydrochemical Zoning Molasse Basin. This thermal groundwater have been most likely subglacially recharged in the south and Chemical Evolution of the Deep of the SGMB in close proximity to the Bavarian Alps with a delineated northwards flow direction. -
Heritage of the Birdsville and Strzelecki Tracks
Department for Environment and Heritage Heritage of the Birdsville and Strzelecki Tracks Part of the Far North & Far West Region (Region 13) Historical Research Pty Ltd Adelaide in association with Austral Archaeology Pty Ltd Lyn Leader-Elliott Iris Iwanicki December 2002 Frontispiece Woolshed, Cordillo Downs Station (SHP:009) The Birdsville & Strzelecki Tracks Heritage Survey was financed by the South Australian Government (through the State Heritage Fund) and the Commonwealth of Australia (through the Australian Heritage Commission). It was carried out by heritage consultants Historical Research Pty Ltd, in association with Austral Archaeology Pty Ltd, Lyn Leader-Elliott and Iris Iwanicki between April 2001 and December 2002. The views expressed in this publication are not necessarily those of the South Australian Government or the Commonwealth of Australia and they do not accept responsibility for any advice or information in relation to this material. All recommendations are the opinions of the heritage consultants Historical Research Pty Ltd (or their subconsultants) and may not necessarily be acted upon by the State Heritage Authority or the Australian Heritage Commission. Information presented in this document may be copied for non-commercial purposes including for personal or educational uses. Reproduction for purposes other than those given above requires written permission from the South Australian Government or the Commonwealth of Australia. Requests and enquiries should be addressed to either the Manager, Heritage Branch, Department for Environment and Heritage, GPO Box 1047, Adelaide, SA, 5001, or email [email protected], or the Manager, Copyright Services, Info Access, GPO Box 1920, Canberra, ACT, 2601, or email [email protected]. -
Groundwater Storage Dynamics in the World's
Interactive comment on “Groundwater storage dynamics in the world’s large aquifer systems from GRACE: uncertainty and role of extreme precipitation” by Mohammad Shamsudduha and Richard G. Taylor Marc Bierkens (Referee #1) [email protected] Received and published: 2 January 2020 Reviewer’s comments are italicised, and our responses (R) and revisions (REVISION) are provided in normal fonts. General comments The authors use the results of three different GRACE-based TWS methods and 4 Land surface models to generate an ensemble of groundwater storage anomalies. These are subsequently analyzed by a non-parametric statistical method to separate seasonal signals from non-linear trends and residuals. The main message of the paper is that trends in GWS anomalies (ΔGWS), if existing, are non-linear in the vast majority of main aquifer systems and that rainfall anomalies play an important role in explaining these non-linear trends. I enjoyed reading the paper. I find that it is a well-written with an important message that deserves publication. However, I have a few comments. Moderate comments: 1. I find the lack of reference to estimates based on global hydrological models (GHMS) remarkable. The first spatially distributed global assessment of depletion rates where based on such models and, albeit indirect, should be used in the discussion. They are the basis for the “narratives on global groundwater depletion” that are mentioned in the discussion and the abstract (See https://iopscience.iop.org/article/10.1088/1748- 9326/ab1a5f/meta for an overview of these studies). This is the more remarkable, given that the authors do use Land Surface Models (LSMs) to estimate ΔGWS from GRACE ΔTWS. -
Local Flood Analysis Hamlets of Shandaken and Allaben Ulster County, New York November 2017
Local Flood Analysis Hamlets of Shandaken and Allaben Ulster County, New York November 2017 Local Flood Analysis Hamlets of Shandaken and Allaben Ulster County, New York November 2017 Prepared for the Town of Shandaken with funding provided by the Ashokan Watershed Stream Management Program through contract with the New York City Department of Environmental Protection Prepared for: Prepared by: Town of Shandaken MILONE & MACBROOM, INC. P.O. Box 134 231 Main Street, Suite 102 MMI #4615-18-06 7209 Route 28 New Paltz, New York 12561 Shandaken, New York 12480 (845) 633-8153 www.mminc.com Copyright 2017 Milone & MacBroom, Inc. NOVEMBER 2017 Local Flood Analysis TC-i TABLE OF CONTENTS Page EXECUTIVE SUMMARY ............................................................................................................ ES-i 1.0 INTRODUCTION ................................................................................................................... 1 1.1 Project Background ...................................................................................................... 1 1.2 Study Area .................................................................................................................... 1 1.3 Community Involvement.............................................................................................. 3 1.4 Nomenclature .............................................................................................................. 3 2.0 WATERSHED INFORMATION .............................................................................................. -
Ashokan Watershed Adventure Guide
ASHOKAN WATERSHED ADVENTURE GUIDE A Self-Guided Tour of the Ashokan Landscape for All Ages #AshokanWatershedAdventure AWSMP Ashokan Watershed Stream Management Program Ashokan Watershed Stream Management Program The Ashokan Watershed Adventure is sponsored by: AWSMP Ashokan Watershed Stream Management Program Ashokan Watershed Stream Management Program Cornell Cooperative Extension Ulster County AWSMP Ashokan Watershed Stream Management Program About the Ashokan Watershed Adventure The Ashokan Watershed Adventure is a self-guided tour of the AshokanAshokan landscape Watershed for all ages. Adventurers explore the Ashokan Reservoir watershed at theirSt rowneam Managementpace and earn Program prizes based on the number of Adventure Stops visited. From the humble headwaters of the Stony Clove Creek to the shores of the mighty Ashokan Reservoir, Adventurers will experience the landscape like never before. Adventure Stops have been thoughtfully curated by Ashokan Watershed Stream Management Program (AWSMP) staff to highlight some of the most interesting and beautiful places in the watershed. Grab your friends and family or head out on your very own Ashokan Watershed Adventure! How it works Pre-adventure planning There are 11 Ashokan Watershed Adventure Stops. Visit as As with any adventure into the wild lands of the Catskill many as you can to earn a prize. Adventure stops can be Mountains, planning is a very important part of having a fun visited in any order. Each stop has a chapter in the Adventure and safe experience. Guide that includes the site name and location, geographic coordinates, directions and parking instructions, safety guide- 3Cell phone service is limited to non-existent. We lines, and an educational message to inform Adventurers recommend downloading a map of the area to your phone about the unique aspects of the site. -
Work Plan of the Neversink Watershed Study in the Catskill Mountains of Southeastern New York
Work Plan of the Neversink Watershed Study in the Catskill Mountains of Southeastern New York By Gregory B. Lawrence, Douglas A. Burns, Peter S. Murdoch, Barry Baldigo, and Yvonne H. Baevsky Prepared in cooperation with the New York City Department of Environmental Protection U.S. Geological Survey Open-File Report 94-368 DEPARTMENT OF THE INTERIOR BRUCE BABBITT, Secretary U.S. GEOLOGICAL SURVEY Gordon P. Eaton, Director For additional information write to: Copies of this report may be purchased from: U.S. Geological Survey U.S. Geological Survey P.O. Box1669 Earth Science Information Center Albany, N.Y. 12201 Open-File Reports Section (518)472-3107 Box25286, MS 517 Denver Federal Center Denver, CO 80225 ii Work Plan for the Neversink Watershed Study in the Catskill Mountains of Southeastern New York CONTENTS Abstract.............................................................................. 1 Introduction........................................................................... 1 Purpose and Scope ................................................................ 1 Effects of Acidic Deposition......................................................... 2 Effects of Climate Change .......................................................... 3 Current State of Watershed Science ................................................... 3 Project Objectives................................................................. 4 Basin Description ...................................................................... 4 Physiography and Geology .............................................................. -
MONMOUTH COUNTY Local Concept Development Study for Monmouth County Route 537 Borough of Freehold and Township of Freehold, Monmouth County, NJ
MONMOUTH COUNTY Local Concept Development Study for Monmouth County Route 537 Borough of Freehold and Township of Freehold, Monmouth County, NJ PROJECT INFORMATION Monmouth County is conducting a study for operational and safety improvements to Monmouth County Route 537. The project study area includes a 2.8 mile section (MP 48.85 to MP 51.65) from a point just west of Gravel Hill Road in Freehold Township, to a point just east of New Jersey Route 33 Business in Freehold Borough. CR 537 is a major east-west transportation corridor serving regional travel needs between Burlington, Ocean, and Monmouth Counties. The roadway serves as a connector between several regional routes, namely U.S. Route 9, Route 33 Freeway, Route 33 Business, and Routes 34, 79, and I-195. The corridor has several substandard design elements, traffic congestion issues, and traffic movement capacity issues for which conceptual solutions will be developed to improve safety and reduce congestion while still taking into account practical measures to avoid, minimize, or mitigate potential impacts to the built and natural environment. The Project Background The Monmouth County Route 537 corridor has traffic operational deficiencies, safety deficiencies, and contains numerous substandard design elements, based on the roadway classification and required design speed as per AASHTO and MUTCD design guidelines including: • Lack of shoulders along the entire length. • Substandard auxiliary lane widths along exterior lanes. • Substandard vertical stopping sight distance at two locations. • Few auxiliary lanes, deceleration lanes or shoulders for turning movements at intersections as well as into various business/shopping complexes. • Substandard roadway and lane widths over the Route 33 Freeway. -
Groundwater and Global Change: Trends, Opportunities and Challenges
SIDE PUBLICATIONS SERIES :01 Groundwater and Global Change: Trends, Opportunities and Challenges Jac van der Gun UNITED NATIONS WORLD WATER ASSESSMENT PROGRAMME Published in 2012 by the United Nations Educational, Scientific and Cultural Organization 7, Place de Fontenoy, 75352 Paris 07 SP, France © UNESCO 2012 All rights reserved ISBN 978-92-3-001049-2 The designations employed and the presentation of material throughout this publication do not imply the expression of any opinion whatsoever on the part of UNESCO concerning the legal status of any country, territory, city or area or of its authorities, or concerning the delimitation of its frontiers or boundaries. The ideas and opinions expressed in this publication are those of the authors; they are not necessarily those of UNESCO and do not commit the Organization. Photographs: Cover: © africa924 / Shutterstock © Rolffimages / Dreamstime © Frontpage / Shutterstock.com p.i: © holgs / iStockphoto p.ii: © Andrew Zarivny p.2: © Aivolie / Shutterstock p.4: © Jorg Hackemann / Shutterstock p.17: © Jac van der Gun p.31: © Aivolie / Shutterstock p.33: © Hilde Vanstraelen Original concept (cover and layout design) of series: MH Design / Maro Haas Layout: Pica Publishing LTD, London–Paris / Roberto Rossi Printed by: UNESCO Printed in France Groundwater and global change: Trends, opportunities and challenges Author: Jac van der Gun Contributors: Luiz Amore (National Water Agency, Brazil), Greg Christelis (Ministry of Agriculture, Water and Forestry, Nambia), Todd Jarvis (Oregon State University, USA), Neno Kukuric (UNESCO-IGRAC) Júlio Thadeu Kettelhut (Ministry of the Environment, Brazil), Alexandros Makarigakis (UNESCO, Ethiopia), Abdullah Abdulkader Noaman (Sana’a University, Yemen), Cheryl van Kempen (UNESCO-IGRAC), Frank van Weert (UNESCO-IGRAC). -
Sir20165157.Pdf
Prepared in cooperation with the Ashokan Watershed Stream Management Program Suspended-Sediment and Turbidity Responses to Sediment and Turbidity Reduction Projects in the Beaver Kill, Stony Clove Creek, and Warner Creek Watersheds, New York, 2010–14 Scientific Investigations Report 2016–5157 U.S. Department of the Interior U.S. Geological Survey A B Cover. Stony Clove Creek at Chichester before, A, before and B, after a 2013 sediment and turbidity reduction project. Photographs by Wae Danyelle Davis. Suspended-Sediment and Turbidity Responses to Sediment and Turbidity Reduction Projects in the Beaver Kill, Stony Clove Creek, and Warner Creek Watersheds, New York, 2010–14 By Jason Siemion, Michael R. McHale, and Wae Danyelle Davis Prepared in cooperation with the Ashokan Watershed Stream Management Program Scientific Investigations Report 2016–5157 U.S. Department of the Interior U.S. Geological Survey U.S. Department of the Interior SALLY JEWELL, Secretary U.S. Geological Survey Suzette M. Kimball, Director U.S. Geological Survey, Reston, Virginia: 2016 For more information on the USGS—the Federal source for science about the Earth, its natural and living resources, natural hazards, and the environment—visit http://www.usgs.gov or call 1–888–ASK–USGS. For an overview of USGS information products, including maps, imagery, and publications, visit http://store.usgs.gov. Any use of trade, firm, or product names is for descriptive purposes only and does not imply endorsement by the U.S. Government. Although this information product, for the most part, is in the public domain, it also may contain copyrighted materials as noted in the text. -
Environment Management Manual
Procedure Document No. 2617 Document Title Environment Management Manual Area HSE Issue Date 23 August 2017 Major Process Environment Sub Process Management Review Authoriser Jacqui McGill – Asset President Version Number 16 Olympic Dam 1 INTRODUCTION ............................................................................................................................ 3 1.1 Glossary and defined terms ................................................................................................. 3 1.2 Purpose and scope .............................................................................................................. 3 1.3 How to use the EPMP .......................................................................................................... 4 2 REGULATORY FRAMEWORK ..................................................................................................... 5 2.1 Key legal requirements ........................................................................................................ 5 2.2 Compliance with routine reporting obligations ..................................................................... 6 2.3 Amendments to the EPMP ................................................................................................... 6 2.4 Environmental outcomes and criteria .................................................................................. 7 2.5 Enforcement process (Indenture and Mining Code) ............................................................ 7 2.6 ALARA and best practicable