Mahurangi River. Serial No. : New Zealand-5 E ' ~ ' Area: 46.6 km 2 Origin: Hills Outlet: Mahurangi Harbour, Hauraki Gulf,

Similar documents
Nam Sebangfay. Name: Sebangfay Serial No.: Lao 5 Location: Khammouane Province N 17 o E 105 o Basin Area: km 2

Thailand-5. Mae Nam Wang. Map of River. 18 o o 00

Geum-gang. Name: Geum-gang Serial No.: Korea 9 Location: Chung Chong Province, Korea Area: km 2

Thailand 4. Mae Nam Yom. Map of River. N 16 o 00. E 100 o 00

ICELANDIC RIVER / WASHOW BAY CREEK INTEGRATED WATERSHED MANAGEMENT PLAN STATE OF THE WATERSHED REPORT CONTRIBUTION SURFACE WATER HYDROLOGY REPORT

FISHER RIVER INTEGRATED WATERSHED MANAGEMENT PLAN STATE OF THE WATERSHED REPORT CONTRIBUTION SURFACE WATER HYDROLOGY REPORT

Uncertainty in hydrologic impacts of climate change: A California case study

LOWER INTERLAKE BASIN - HYDROLOGY

Proposed Project. Integrated Water Resources Management Using Remote Sensing Data in Upper Indus Basin

The Impacts of Climate Change on Portland s Water Supply

Characterising the Surface Hydrology of Prairie Droughts

Hydrology and Water Management. Dr. Mujahid Khan, UET Peshawar

Chapter 1 Introduction

Lecture 9A: Drainage Basins

Nagara-gawa. Map of River. Table of Basic Data. Japan 13. Name: Nagara-gawa Location: Central Honshu, Japan. Serial No. : Japan-13 N 34 04' ~ 35 59'

Overview of the Surface Hydrology of Hawai i Watersheds. Ali Fares Associate Professor of Hydrology NREM-CTAHR

USDA-NRCS, Portland, Oregon

Impact of Climate Change on Water Resources of a Semi-arid Basin- Jordan

Sixth Semester B. E. (R)/ First Semester B. E. (PTDP) Civil Engineering Examination

Application of a Basin Scale Hydrological Model for Characterizing flow and Drought Trend

The Impact of Climate Change on a Humid, Equatorial Catchment in Uganda.

Hydrology Overview of Lake Taupo and the Waikato River as it relates to the Waikato Hydro Scheme (WHS) (Ohakuri Site Visit)

Hydrology of Prairie Droughts

Evaluation The Water Availability in the Dengkeng River Due To Landuse and Climate Changes

Unit 2: Geomorphologic and Hydrologic Characteristics of Watersheds. ENVS 435: Watershed Management INSTR.: Dr. R.M. Bajracharya

The Water Cycle and Water Insecurity

Chapter 7 - Monitoring Groundwater Resources

Assessment of impacts of climate change on runoff: River Nzoia catchment, Kenya. Githui F. W, Bauwens W. and Mutua F.

CENTRAL ASSINIBOINE INTEGRATED WATERSHED MANAGEMENT PLAN SURFACE WATER HYDROLOGY REPORT

Background Information on the. Peace River Basin

SNAMP water research. Topics covered

Alpha College of Engineering. Fifth Semester B.E. Question Bank. Hydrology and irrigation engineering

The Drainage Basin System

GCI Survey---Lake Winnipeg Watershed

Climate change impacts on water resources in the Upper Po basin

M.L. Kavvas, Z. Q. Chen, M. Anderson, L. Liang, N. Ohara Hydrologic Research Laboratory, Civil and Environmental Engineering, UC Davis

BAEN 673 / February 18, 2016 Hydrologic Processes

5.5 Improving Water Use Efficiency of Irrigated Crops in the North China Plain Measurements and Modelling

Illinois in Drought. June 19, 2012, Updated June 21, 2012

Water balance and observed flows in the Anllóns river basin (NW Spain).

Role of high frequency water quality analysis in confirming catchment hydrology interpretation

Managing Forests for Snowpack Storage & Water Yield

The Impact of Wetland Drainage on the Hydrology of a Northern Prairie Watershed

Prairie Hydrology. If weather variability increases, this could degrade the viability of many aspects of ecosystems, human activities and economy

Outline. Regional Overview Mine Study Area. Transportation Corridor Study Area. Streamflow Low Flow Peak Flow Snow Small Pools.

Country proposal - SRI LANKA

Climate Change Impacts for the Central Coast and Hunter Regions

CHAPTER FIVE Runoff. Engineering Hydrology (ECIV 4323) Instructors: Dr. Yunes Mogheir Dr. Ramadan Al Khatib. Overland flow interflow

Establishing Environmental Flows for California Streams. Eric Stein Southern California Coastal Water Research Project

Urbanization effects on the hydrology of the Atlanta area, Georgia (USA)

From the cornbeltto the north woods; understanding the response of Minnesota. Chris Lenhart Research Assistant Professor BBE Department

olumbia River Treaty The Columbia by Steve Oliver, Vice President, Generation Asset Management, Bonneville Power Administration 16 Oct

ACRU HYDROLOGICAL MODELLING OF THE MUPFURE CATCHMENT

2.3 Water Budget Data In Ontario

RESERVOIR HYDROLOGIC ROUTING FOR WATER BALANCE OF AL-BURULLUS WETLAND, EGYPT

CHAPTER ONE : INTRODUCTION

A Case Study on Integrated Urban Water Modelling using Aquacycle NTUA, 2007

M.L. Kavvas, Z. Q. Chen, M. Anderson, L. Liang, N. Ohara Hydrologic Research Laboratory, Civil and Environmental Engineering, UC Davis

Exploring the Possibilities At Prado Dam

1 THE USGS MODULAR MODELING SYSTEM MODEL OF THE UPPER COSUMNES RIVER

OBSERVATIONS OF CHANGING HABITAT AND BENTHIC INVERTEBRATE COMMUNITIES FROM THE SIERRA NEVADA SENTINEL STREAM NETWORK DURING EXTENDED DROUGHT Dave

Potential Impact of Biomass Burning on Urban Air Quality: Case-study of Chiang Mai

Flood Analysis: Hydrologic Principles & Analysis. Charles Yearwood. Drainage Unit, Ministry of Public Works Sept 2007

Volume II: Hazard Annex Drought

Analysis of Vermillion River Stream Flow Data (Dakota and Scott Counties, Minnesota)

Flood risk management and land use planning in changing climate conditions Mikko Huokuna Finnish Environment Institute, SYKE

THE CALIFORNIA DROUGHT

Hydrologic Pathways: Precipitation, ET, Storage, Runoff & Recharge. Joe Magner, MPCA

Portland Water System & PUMA. Lorna Stickel & David Evonuk Resource Protection & Engineering Work Groups

MINING in a CHANGING CLIMATE Vulnerability, Impacts & Adaptation

Inside of forest (for example) Research Flow

EXTREME EVENTS AFFECTING WATER RESOURCES IN THE HOPE RIVER WATERSHED IN JAMAICA: USE OF WETSPRO FOR BASEFLOW SEPARATION AND ITS LONG TERM TREND

Watershed Health and Water Management in the Porcupine Hills

Delaware River Basin Commission

R. Srinivasan, J.H. Jacobs, J.W. Stuth, J. Angerer, R. Kaithio and N. Clarke

CALSIM II Sacramento River Basin Hydrology Enhancements

Case Tejo/Tajo/Tagus: The Spanish perspective

Water Supply Outlook. Interstate Commission on the Potomac River Basin (ICPRB) 30 W. Gude Drive, Suite 450 Rockville, MD Tel: (301)

Simulation and Modelling of Climate Change Effects on River Awara Flow Discharge using WEAP Model

Stormwater design considerations

Water Quality Study In the Streams of Flint Creek and Flint River Watersheds For TMDL Development

Reservoirs performances under climate variability: a case study

GIS Hydropower Resource Mapping Country Report for Togo 1

July, International SWAT Conference & Workshops

Measuring & modelling soil water balance and nitrate leaching of perennial crops in New Zealand

Water Supply Outlook. Interstate Commission on the Potomac River Basin (ICPRB) 30 W. Gude Drive, Suite 450 Rockville, MD Tel: (301)

Lecture 5: Transpiration

Change for Western North America. Hydrologic Implications of Climate. and the Columbia River Basin. Dennis P. Lettenmaier. Alan F.

Sobhalatha Kunjikutty

Hood River Basin Study

Solutions towards hydrological challenges in Africa in support of hydropower developments Ms. Catherine Blersch, Civil Engineer, Aurecon, South

Graham Jewitt School of Bioresources Engineering and Environmental Hydrology University of KwaZulu-Natal

Using the Community Earth System Model in African Great Lakes Watersheds to inform Regional Stakeholders and Conservation Planners

LOXAHATCHEE RIVER WATER QUALITY EVENT SAMPLING TASK 2: FINAL REPORT ASSESSMENT OF LOXAHATCHEE RIVER WATER QUALITY

Hydrological Observatory description

Effects of Land Use On Climate and Water Resources: Application of a Land Surface Model for Land Use Management

Monitoring Networks for Assessing Small Stream Hydropower Potential, Cosmos Hills, Alaska

Climate Change Risk Assessment: Concept & approaches

WATER AUGMENTATION OPTIONS FOR IRRIGATION IN THE MOTUPIKO CATCHMENT

Natural Resources & Environmental Stewardship

Transcription:

Mahurangi River Map of River Table of Basic Data Name: Mahurangi River Serial No. : New Zealand-5 Location: Northland region, New Zealand S 36 19' ~ 36 29' E 174 36' ~ 174 41' Area: 46.6 km 2 Origin: Hills Outlet: Mahurangi Harbour, Hauraki Gulf, Length of the main stream: 10 km Highest point: The Dome, (336 m) Lowest point: River mouth (0 m) Main geological features: Waitemata sandstones comprising alternating layers of sandstone and siltstone. Main tributaries: Mahurangi River (left branch), Mahurangi River (right branch) Main lakes: None Main reservoirs: None Mean annual precipitation: 1,600 mm Mean annual runoff: 860 mm Population: 12,000 at Warkworth, otherwise sparse. Main cities: Auckland, 50 km south. Land use: Pasture grazing in lowland area, plantation and protected (native) forest in hills. 230

1. General Description The Mahurangi River drains 50 km 2 of steep hills and gently rolling lowlands located 50 km north of Auckland, New Zealand. This part of New Zealand experiences a warm humid climate, with typical annual rainfalls of 1,600 mm. Maximum rainfall is usually in July, the middle of the austral winter. Annual pan evaporation is 1,310 mm, with maximum monthly temperature and pan evaporation occurring during January or February. Frosts are rare and snow and ice are unknown. In late summer, the remnants of a tropical cyclone occasionally pass over northern New Zealand, producing intense bursts of rain. Convective activity is significant in summer, whereas the majority of the winter rains comes from frontal systems. The drainage network of the Mahurangi River divides the catchment into northern and southern subcatchments, whose junction is 2 km west of Warkworth, a town of 12,000 inhabitants at the mouth of the Mahurangi River where it enters an estuary. Catchment elevation ranges from more the 250 m on the northern and southern boundaries, to near sea level at Warkworth on the east coast. The soils of the catchment have developed over Waitemata sandstones, which typically display alternating layers of sandstone and siltstone. Most of the soils in the catchment are clay loams, no more than a metre deep. In the 19th century the dominant vegetation was native forest, but now much of the lowland area is used for grazing. Plantation forestry, dominantly Pinus radiata, occupies most of the hills in the south, and a mixture of native forest, scrub and grazing occurs on the hills in the north. The Mahurangi catchment has been the focus of an intensive data collection experiment. The aim of the experiment is to provide data for improved modelling of spatial variability in hydrological response. The MAhurangi River Variability EXperiment (MARVEX) is specifically designed to answer the question: what are the most important sources of variability in streamflow and hydrological response for a temperate area of New Zealand and to provide data for testing and developing spatial modelling methods. A network of 28 streamgauges and 13 raingauges has been the key element of the MARVEX study. Rainfall has also been observed with C-band and X-band radars. The soil moisture measurement component has used two sampling strategies: a network of continuously recording sensors, and seasonal mapping campaigns in selected subcatchments. Some further details are given in Woods et al (2001), but at the time of writing the participants in this experiment are still working up other data. 231

2. Geographical Information 2.1 Geological Map 2.2 Land Use Map 232

2.3 Characteristics of River and Main Tributaries No. 1 2 3 Name of river Mahurangi (Main river) Mahurangi left branch (Tributary) Mahurangi right branch (Tributary) Length [km] Catchment area [km 2 ] 2 km 4.6 km 2 A: Other agricultural field (vegetable, grass) F: Forest Highest peak [m] Lowest point [m] 87 m 10 m 10 km 14.0 km 2 336 m 30 m 8 km 25.0 km 2 330 m 30 m Cities population (1985) Warkworth 12,000 None None Land use [%] (1991) A58 F42 A82 F18 A43 F57 2.4 Longitudinal Profiles 233

3. Climatological Information 3.1 Annual Isohyetal Map and Observation Stations 3.2 List of Meteorological Observation Stations No.* A64463 Station Warkworth A64282 Leigh Elevation [m] 72 72 Location S36 26' E 174 40' S36 16' E 174 48' Observation period 1973-1997 1973-1997 Mean annual precipitation [mm] 1,491 1,122 Mean annual evaporation [mm] No data 1,308 * Code used by National Institute for Water and Atmospheric Research. 1) BP, barometric pressure DS: Duration of sunshine P: Precipitation with recording chart RPE: Raised pan evaporation SR: Solar radiation T: temperature (air and soil) W: wind speed and direction. Observation items 1) P, TB, T BP, DS, P, RPE, SR, T, W 234

3.3 Monthly Climate Data Observation item Observation station Temperature[ C] Warkworth Precipitation [mm] Evaporation (raised pan) [mm] Solar radiation [MJ/m 2 /day] Duration of sunshine [hr] Warkworth Leigh Leigh Leigh Period for Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Annual the mean 18.5 19.0 17.9 15.5 13.1 11.1 10.3 10.8 12.0 13.6 15.2 16.9 14.5 1973-1999 97 76 119 111 118 176 165 160 146 110 100 110 1,493 1973-1997 181 155 136 97 70 48 50 62 84 117 141 168 1,308 1973-1997 23.1 19.6 16.9 11.4 8.4 6.9 7.1 10.4 13.7 16.8 20.5 23.0 14.8 1993-2001 244 195 170 164 167 118 144 153 156 186 197 234 2,111 1972-1988 3.4 Long-term Variation of Monthly Precipitation 235

4. Hydrological Information 4.1 Map of Streamflow Observation Stations 236

4.2 List of Hydrological Observation Stations No.* 6806 Station Mahurangi at College Location R9:586319 Catchment area (A) [km 2 ] 6809 Wyllie Stm at Whitemans Br. R9:566302 1.145 1997 ~ present Q (2 min) 6810 Redwood Forest at Airstrip Ridge R9:568259 0.6 1994 ~ 1998 Q (15 min) 6812 Mahurangi at Dome Valley R9:564533 0.429 1998 ~ present Q (2 min) 6813 Mahurangi at Sheepworld R9:565354 2.627 1997 ~ present Q (2 min) 6814 Mahurangi at Taylors R9:571338 4.606 1997 ~ present Q (2 min) 6815 Mahurangi at Taylors Reserve R9:571338 3.917 1997 ~ present Q (2 min) 6816 Mahurangi at Upper Goatley (right) R9:584355 0.364 1997 ~ present Q (2 min) 6817 Mahurangi at Upper Goatley (left) R9:584355 0.710 1997 ~ present Q (2 min) 6819 Mahurangi at Mid Goatley R9:580344 2.811 1998 ~ present Q (2 min) 6820 Falls Rd at Br. R9:582319 2.341 1997 ~ present Q (2 min) 6821 Mahurangi at Wynyards R9:573314 13.997 1997 ~ present Q (2 min) 6823 Mahurangi at Cashmores (right) R9:574308 2.963 1997 ~ present Q (2 min) 6824 Mahurangi at Cashmores (left) R9:573308 24.803 1997 ~ present Q (2 min) 6825 Mahurangi at Morrison s Fence R9:587302 0.928 1998 ~ present Q (2 min) 6826 Mahurangi at Morrison s Br. R9:586301 0.930 1998 ~ present Q (2 min) 6827 Mahurangi at Fish Farm R9:572289 1.997 1998 ~ present Q (2 min) 6828 Mahurangi at Harnish s R9:578287 15.054 1997 ~ present Q (2 min) 6829 Mahurangi at Perry Rd R9:575283 5.769 1997 ~ present Q (2 min) 6830 Mahurangi at Waterfall (left) R9:557268 2.650 1998 ~ present Q (2 min) 6831 Mahurangi at Waterfall (right) R9:558267 0.509 1998 ~ present Q (2 min) 6832 Mahurangi at Satellite Stn (right) R9:599289 0.343 1998 ~ present Q (2 min) 6833 Mahurangi at Satellite Stn (left) R9:602287 0.514 1998 ~ present Q (2 min) 6834 Meikles Stm at Old Army Br. R9:582286 3.006 1998 ~ present Q (2 min) 6835 Mahurangi at Scenic Reserve R9:587275 2.301 1998 ~ present Q (2 min) 6836 Mahurangi at Grimmer s R9:588275 0.424 1998 ~ present Q (2 min) 6837 Pohuehue Stm at Redwoods R9:584267 2.867 1997 ~ present Q (2 min) 6838 Redwoods Stm at Redwoods Ford R9:582267 5.025 1997 ~ present Q (2 min) 46.6 Observation period 1982 ~ present Observation items 1) (frequency) Q (15 min), S (periodic) 237

No.* Q 1) [m 3 /s] Qmax 2) [m 3 /s] Qmax 3) [m 3 /s] Qmin 4) [m 3 /s] Q/A [m 3 /s/100km 2 ] Qmax/A [m 3 /s/100km 2 ] Period of statistics 6806 1.27 205 90.9 0.105 2.70 438 1983-1999 6809 0.0255 10.4 6.24 0.002 2.23 908 1998-2000 * Streamgauge number used in New Zealand 1) Mean annual discharge 2) Maximum discharge 3) Mean of annual maximum discharge 4) Mean of annual minimum discharge 4.3 Long-term Variation of Monthly Discharge 238

4.4 Annual Pattern of Discharge 4.5 Unique Hydrological Features The unique hydrological feature of this area is the intensive instrumentation network to measure the spatial and temporal variability of moisture fluxes. The basin itself is characteristic of many basins in northern New Zealand. 239

4.6 Annual Maximum and Minimum Discharges Station: Mahurangi at College [46.6 km 2 ] Year Maximum 1) Date[m/d] [m 3 /s] 1983 12/6 47.0 3/4 0.043 1992 7/22 49.2 3/2 0.045 1984 12/11 70.9 3/3 0.160 1993 6/29 57.1 3/28 0.038 1985 5/22 205 2/7 0.194 1994 7/25 63.6 3/12 0.031 1986 1/4 60.0 12/20 0.122 1995 3/29 139 1/8 0.054 1987 12/16 60.7 3/8 0.048 1996 6/23 88.1 2/7 0.118 1988 7/18 121 3/5 0.142 1997 6/30 63.0 2/18 0.133 1989 9/8 64.2 4/27 0.112 1998 7/14 147 2/18 0.060 1990 8/23 84.6 3/3 0.053 1999 11/4 56.5 3/4 0.069 1991 8/25 51.3 3/14 0.040 1), 2) Observations at 15 min. intervals by recording gauge. Minimum 2) Date[m/d] [m 3 /s] Year Maximum 1) Date[m/d] [m 3 /s] Minimum 2) Date[m/d] [m 3 /s] 4.7 Hyetographs and Hydrographs of Major Floods 240

5. Water Resources 5.1 General Description No significant water resource developments (dam, transfers, etc.) exist in this river basin. 5.2 Map of Water Resource Systems Not applicable. 5.3 List of Major Water Resources Facilities Major Reservoirs No reservoirs in this basin Major Interbasin Transfer No water transfers to or from this basin. 5.4 Major Floods and Droughts Major Floods at College streamgauge Date Peak discharge [m 3 /s] Rainfall [mm] Duration Meteorological cause Dead and missing Major damages (Districts affected) 22 May 1985 205 200 24 h No details 0 Northland region 29 March 1995 139 157 24 h No details 0 Northland region 14 July 1998 147 86 24 h No details 0 Northland region Major Droughts Period Affected area Major damages and counteractions January 1993 to June 1994 Auckland metropolitan region Urban water shortages for December 1993 to June 1994. 5.5 Groundwater and River Water Quality No groundwater or water quality data was collected as part of the MARVEX experiment. 241

6. Socio-cultural Characteristics The Mahurangi River basin is lightly populated. The only town in the basin (Warkworth) is beside the tidal estuary of the river. The principal land uses are grazing and plantation forestry, which is typical of large areas of northern New Zealand. Exploitation of slower growing native hardwood species since the time of European settlement in the 19 th century has been completely replaced by plantation forestry, which uses mainly the exotic Pinus radiata. The region regularly suffers soil moisture deficits in the later part of summer. The environment and natural resources of the Mahurangi River basin are managed by the Auckland Regional Council, within the provisions of the New Zealand Resource Management Act 1991 (see: www.arc.govt.nz). In practice of course, the ultimate managers of the water resources are the landowners and users of the river system, with the Auckland Regional council exercising an oversight role. Management is carried out within the framework of a Regional Policy Statement and a system of issuing resource consents to abstract or divert water, discharge effluents and so on. 7. References, Databooks and Bibliography Auckland Regional Water Board (1990): Mahurangi River Catchment: 1990 Allocation and Management Plan, Technical Publication No. 90 of the Auckland Regional Water Board, Auckland, New Zealand. DSIR Land Resources (1992): New Zealand Land Resource Inventory Survey, 1:50000. Department of Scientific and Industrial Research, Wellington, New Zealand. Woods, R.A., Grayson, R.B., Western, A.W., Duncan, M.J., Wilson, D.J., Young, R.I., Ibbitt, R.P., Henderson, R.D. and T.A. McMahon (2001): Experimental Design and Initial Results from the Mahurangi River Variability Experiment: MARVEX. In: Observations And Modeling Of Land Surface Hydrological Processes, Eds: Lakshmi, V., Albertson, J.D. and J. Schaake., Water Resources Monograph, American Geophysical Union, 3, 201-213. 242