MHV 2020 Groundwater Report
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Durney 2019 97191197.Pdf (9.830Mb)
UNIVERSITY OF CANTERBURY COLLEGE OF SCIENCE WATERWAYS CENTRE FOR FRESHWATER MANAGEMENT WATR 690A – MASTER OF WATER RESOURCE MANAGEMENT THESIS QUANTIFICATION OF THE PROBABLE ENVIRONMENTAL EFFECTS OF THE HINDS MANAGED AQUIFER RECHARGE TRIAL USING MATHEMATICAL MODELLING AND ADVANCED UNCERTAINTY TECHNIQUES Submitted by Kim Patrick Durney 97191197 Supervisors Dr Leanne Morgan (Primary Supervisor) Mr David Scott (Co-Supervisor) Dr Theo Sarris (Co-Supervisor) Submission Date: 28/08/2019 Acknowledgements Firstly, I would like to thank my primary supervisor, Dr Leanne Morgan. Not only were you instrumental in bringing this research to fruition, you always took the time to read and provide feedback on my work as it progressed. I would also like to thank David Scott and Theo Sarris at ESR, your patience, supervision and advice as I developed the models and approaches used in this research have been critical to its completion. Special thanks to: Aqualinc Research Ltd for their advice and data around Canterbury soils and infiltration; William Dench at Mayfield Hinds Valetta Irrigation Ltd for provision of data and keeping me informed as to the trials progress; Environment Canterbury for data provision and use of their Groundwater Vistas software licence; Matt Knowling for helping formulate the research questions; and Hisham Zarour for encouraging me to undertake further study. I would also like to thank Bob Bower and Brett Sinclair at Wallbridge Gilbert Aztec; if I had not worked alongside you both, I would never have undertaken this research. Finally, and certainly, not least, I would like to give my deepest gratitude to my family and principally my wife Jade for your support over the last two years. -
Nitrate Contamination of Groundwater in the Ashburton-Hinds Plain
Nitrate contamination and groundwater chemistry – Ashburton-Hinds plain Report No. R10/143 ISBN 978-1-927146-01-9 (printed) ISBN 978-1-927161-28-9 (electronic) Carl Hanson and Phil Abraham May 2010 Report R10/143 ISBN 978-1-927146-01-9 (printed) ISBN 978-1-927161-28-9 (electronic) 58 Kilmore Street PO Box 345 Christchurch 8140 Phone (03) 365 3828 Fax (03) 365 3194 75 Church Street PO Box 550 Timaru 7940 Phone (03) 687 7800 Fax (03) 687 7808 Website: www.ecan.govt.nz Customer Services Phone 0800 324 636 Nitrate contamination and groundwater chemistry - Ashburton-Hinds plain Executive summary The Ashburton-Hinds plain is the sector of the Canterbury Plains that lies between the Ashburton River/Hakatere and the Hinds River. It is an area dominated by agriculture, with a mixture of cropping and grazing, both irrigated and non-irrigated. This report presents the results from a number investigations conducted in 2004 to create a snapshot of nitrate concentrations in groundwater across the Ashburton-Hinds plain. It then examines data that have been collected since 2004 to update the conclusions drawn from the 2004 data. In 2004, nitrate nitrogen concentrations were measured in groundwater samples from 121 wells on the Ashburton-Hinds plain. The concentrations ranged from less than 0.1 milligram per litre (mg/L) to more than 22 mg/L. The highest concentrations were measured in the Tinwald area, within an area approximately 3 km wide and 11 km long where concentrations were commonly greater than the maximum acceptable value (MAV) of 11.3 mg/L set by the Ministry of Health. -
Cliff Erosion and Coastal Change, Mid Canterbury
Cliff Erosion and Coastal Change, mid Canterbury A thesis submitted in fulfilment of the requirements for the degree of Master of Science in Geography by thesis alone in the University of Canterbury by Michael R. Flatman ?' University of Canterbury 1997 Frontispiece: Looking north across the Ashburton River mouth Hapua. Hakatere Huts are to the left. The unconsolidated gravel cliffs are in the middle ground with Banks Peninsula in the background Abstract The mid Canterbury coast has been largely neglected in the coastal research of the South Island's East Coast. This thesis investigates cliff erosion and coastal change in mid Canterbury. The mid Canterbury coast is comprised of mixed sand and gravel beaches with unconsolidated alluvium cliffs landward of the beaches. The average erosion rate of the 1 cliffs is 0.43m.y( • This rate masks spatial and temporal variations in cliff erosion rates. Erosion at the northern section of the study area is 0.7m.y(1 faster than erosion at the southern end. In the long-term (15 years) cliff height is the major controlling factor on the spatial variations of cliff erosion (r = 0.733). Beach volume controls short-term (1 year) spatial variations of cliff erosion (r = -0.774). Coastal storm frequency significantly controls temporal variations of cliff erosion (r = 0.635). Erosion of the mid Canterbury cliffs yields 228,339m3.y(1 to the coast. Longshore sediment transport is predominantly in a northward direction and 3 1 provides a net sediment quantity of 40,645m .y( • The mid Canterbury coast is bisected by two major rivers, the Ashburton and Rangitata. -
Understanding Eiffelton Irrigation's Targeted Stream Augmentation
Understanding Eiffelton Irrigation’s Targeted Stream Augmentation Thesis submitted in partial fulfilment of the requirements of Master of Water Resource Management Nicole Calder-Steele Waterways Centre for Freshwater Management University of Canterbury 2019 Understanding Eiffelton Irrigation’s Targeted Stream Augmentation i What I love most about rivers is You can’t step in the same river twice The water’s always changing, always flowing But people, I guess, can’t live like that We all must pay a price To be safe, we lose our chance of ever knowing What's around the river bend Pocahontas, 1995 ii Understanding Eiffelton Irrigation’s Targeted Stream Augmentation iii Acknowledgements Completion of this thesis could not have been achieved without considerable support from many parties. To Eiffelton Irrigation, especially Ian McKenzie, Steve Bishop, and Rick Bourke. Thanks for being so accommodating of me and this project. For taking the time to ensure I understood not only what was going on with the scheme in an operational sense, but also the history and community of the area. It has been great getting to know you and working alongside you. Similarly, to everyone who agreed to be interviewed for this project. Thank you for your time and your insights. I trust you find my representation of your comments accurate while maintaining your agreed anonymity. My wonderful supervisory team; Jenny Webster-Brown, Adrian Meredith, and Ed Challies. Your direction and expertise has been invaluable in keeping my scope narrow and work progressing smoothly. Suellen Knopick, for making sure I was trucking in the right direction and had access to all the necessary support for navigating UC ethics, health and safety, and whatever else I needed. -
Investigations & Monitoring Technical Report Template
Cultural values & water management issues for the Hekeao/Hinds Catchment Report No. R14/84 ISBN 978-1-927314-53-1 (print) 978-1-927314-54-8 (web) 978-1-927314-55-5 (cd) Report prepared for Environment Canterbury by Tipa & Associates July 2013 Report No. R14/84 ISBN 978-1-927314-53-1 (print) 978-1-927314-54-8 (web) 978-1-927314-55-5 (cd) PO Box 345 Christchurch 8140 Phone (03) 365 3828 Fax (03) 365 3194 75 Church Street PO Box 550 Timaru 7940 Phone (03) 687 7800 Fax (03) 687 7808 Website: www.ecan.govt.nz Customer Services Phone 0800 324 636 This report represents advice to Environment Canterbury and any views, conclusions or recommendations do not represent Council policy. The information in this report, together with any other information, may be used by the Council to formulate resource management policies, e.g., in the preparation or review of regional plans. C CULTURAL VALUES & WATER MANAGEMENT ISSUES FOR THE HEKEAO / HINDS CATCHMENT Prepared by Tipa & Associates July 2013 2 3 Table of Contents CHAPTER 1: INTRODUCTION .............................................................................................................. 5 1.1 PROJECT OBJECTIVES AND METHODOLOGY ................................................................................... 5 1.2 STRUCTURE OF THIS REPORT ..................................................................................................... 6 1.3 TERMINOLOGY ......................................................................................................................... 6 CHAPTER 2 –