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

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

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

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

Working with the Water Balance

The Impacts of Climate Change on Portland s Water Supply

Afternoon Lecture Outline. Northern Prairie Hydrology

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

Afternoon Lecture Outline

Climate Change & Urbanization Have Changed River Flows in Ontario

Planning Beyond the Supply/Demand Gap: Water Supply Vulnerabilities in New Mexico Presented by NM Universities Working Group on Drought

Otter Creek Watershed TMDL Project. Stakeholder Meeting June 6, 2013

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

Lecture 9A: Drainage Basins

Introduction. Welcome to the Belgium Study Abroad Program. Courses:

SNAMP water research. Topics covered

A Presentation of the 2012 Drainage Research Forum. November 20, 2012 Farmamerica, Waseca MN

BAEN 673 / February 18, 2016 Hydrologic Processes

Climate Change Considerations for Surface Water and Groundwater Flows in the Everglades

Lake Simcoe Watershed Climate Change Vulnerability Assessment: Water Quantity and Quality

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

Watershed - Lake Model to Support TMDL Determinations for Lake Thunderbird

Hydrologic Modeling with the Distributed-Hydrology- Soils- Vegetation Model (DHSVM)

Salinity TMDL Development and Modeling in the Otter Creek Watershed. Erik Makus DEQ Hydrologist June 6, 2013

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

Background Information on the. Peace River Basin

Assessment of Agricultural Flood Damages Along the James River in South Dakota

Modeling the Middle and Lower Cape Fear River using the Soil and Water Assessment Tool Sam Sarkar Civil Engineer

Science Supporting Policy: The Case For Flow Quantity

Quantification of lake water level influences for Wawasee and Syracuse lakes: Lake and watershed water budgets for 2011, 2012, and 2013

Minnesota River Basin Turbidity TMDL

Inside of forest (for example) Research Flow

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

Electric Forward Market Report

From Global to Local: Climate Change in the Lake Superior Basin Linda Mortsch Environment Canada

Hydrologic Implications of Climate Change for the Western U.S., Pacific Northwest, and Washington State

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

Watershed and Water Quality Modeling to Support TMDL Determinations Lake Oologah

Hydrology Review, New paradigms, and Challenges

ANNUAL PLATTE RIVER SURFACE WATER FLOW SUMMARY

Hydrological And Water Quality Modeling For Alternative Scenarios In A Semi-arid Catchment

Water Resources Vulnerability and Adaptation to Climate Change

Rock Creek Floodplain Analysis

Long-Term Volunteer Lake Monitoring in the Upper Woonasquatucket Watershed

Mid-level Evaluation of Climate Services: Seasonal Forecasts in Kazakhstan

Climate Change Impacts on Water in NW Washington

ORCHARD GROUNDCOVER MANAGEMENT: LONG-TERM IMPACTS ON FRUIT TREES, SOIL FERTILITY, AND WATER QUALITY

Hydrology 101. Impacts of the Urban Environment. Nokomis Knolls Pond Summer June 2008

Comparison of Recharge Estimation Methods Used in Minnesota

SURFACE WATER WITHDRAWALS & LOW FLOW PROTECTION POLICY MICHAEL COLLEGE, P.E. SUSQUEHANNA RIVER BASIN COMMISSION

IRRIGATION CONTROLLERS

EFFECTS OF WATERSHED TOPOGRAPHY, SOILS, LAND USE, AND CLIMATE ON BASEFLOW HYDROLOGY IN HUMID REGIONS: A REVIEW

Unit 2: Weather Dynamics Chapter 1: Hydrological Cycle

12/28/2016. Air. Surface Water. Ground Water. Soil. 1. Calculate agronomic rate. 2. Identify optimal fields. 3. Determine when to apply

Section 2. Mono Basin Operations

WATERSHED. Maitland Valley. Report Card 201

Stormwater and LEED. Vancouver LEED User s Group May 27, Craig Kipkie, M.Sc., P.Eng, LEED AP

Trends in Illinois River Streamflow and Flooding

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

Rainfall, runoff and sediment transport in the Napa River watershed: now and a possible future

NREM 407/507 WATERSHED MANAGEMENT

The Confluence Model. Presentation to Modeling and Forecasting Working Group January 21, 2015

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

Assessing Climate Change Impacts on Water Resources in the Beas Basin &

Contribution of Irrigation Seepage to Groundwater-Surface Water Interactions on the Eastern Snake River Plain

Initial Assessment of Climate Change in the Chesapeake Bay Watershed

Phosphorus Loading to Western Lake Erie: Trends and Sources

NREM 407/507 WATERSHED MANAGEMENT Day 2

Using Weather Forecasting For Decision Tools For Animal Agriculture

EVALUATION OF HYDROLOGIC AND WATER RESOURCES RESPONSE TO METEOROLOGICAL DROUGHT IN THESSALY, GREECE

Flow-ecology relationships. Flow-ecology relationships Susitna case study

MODELING PHOSPHORUS LOADING TO THE CANNONSVILLE RESERVOIR USING SWAT

Understanding Earth Fifth Edition

Review of State and Federal Stormwater Regulations November 2007

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

General Instream Flow Methods Overview. Agency Meeting on 2012 Draft Study Descriptions January 24, 2011

July, International SWAT Conference & Workshops

Natural Resources & Environmental Stewardship

Chehalis Basin Strategy Causes of Extreme Flooding. October 11, 2016 Policy Workshop

Spring Forecast Based Operations, Folsom Dam, California

Groundwater Recharge: A Role for Almonds? December 9, 2015

Cedar River Watershed Habitat Conservation Plan

New Practices for Nutrient Reduction: STRIPs and Saturated Buffers. Matthew Helmers and Tom Isenhart Iowa State University

Irrigating Efficiently: tools, tips & techniques. Steve Castagnoli, OSU Extension Service

NOAA/NWS Ohio River Forecast Center. Water Resources Committee Climate Trends and Change

EVALUATION OF THE SOLAR INCOME FOR BRAŞOV URBAN AREA

Unit 5 Lesson 1 What Is the Water Cycle? Copyright Houghton Mifflin Harcourt Publishing Company

Hood River Water Conservation Strategy: achieving long-term water resource reliability for agriculture & local fish populations

Catchment restoration challenges

What is Run-of-river hydro?

2.2 Middle Fork Nooksack River

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

Information Request 11

Climate Change Challenges faced by Agriculture in Punjab

Watershed, Hydrodynamic, Water Quality and Sediment Flux Modeling to Support TMDL Determinations, Lake Thunderbird

Recent Developments in Water Withdrawal Management

Cokato Lake (86-263) Wright County. Hydrologic Investigation

Monitoring forests to anticipate and respond to climate change in BC. John Innes, Margie Eddington, Laurie Kremsater Project in 4 phases

The Fourth Assessment of the Intergovernmental

Rangeland Conservation Effects Assessment Program (CEAP)

Modeling Your Water Balance

Transcription:

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

Concrete! Sluice gates Channels

What was the consequence Loss of 60,000 fishing jobs Initial 20 % loss of lake volume, by 1987 = 60 % of lake volume (drop = 45 feet) 5-fold > in salinity (10-45 g/l) Loss of buffered climate 10-fold > cancer + tuberculosis Polluted salt dust over large area

Precipitation Parameters Intensity: how fast does the precipitation fall? Duration: how long does the precipitation last? Magnitude: how much precipitation fell? Frequency (or return period): how often does it occur?

Storm Types Convectional storms: Short duration, small area, intense rainfall; may include hail, tornadoes. Primarily in summer, tropics, scattered. Orographic storms: On mountain barriers; downwind of lakes or coasts. Cyclonic (also Frontal or Air Mass) storms

Upper Midwestern Climate Cyclonic (Frontal or Air Mass) Storms: Cold Front: rain behind front, high intensity, short, small area. Warm Front: rain in advance of front, low intensity, long, large.

Where Does the Precipitation Go? Terrain Landscape Slope Land Use Management 1. Storage 2. Vegetation 3. Soil/Surface Type Hydrogeologic Substrate

Terrain, Management, & Geology Flat Rolling Steep Row Crop Corn Herbaceous Perennial Forest Soil Geologic System 1. Lake Clay/Bedrock 2. Anoka Sand Plain 3. Des Moines Lobe Till What controls infiltration?

From Brooks et al, 2003

Novotny & Stefan (2007) Overall upward trend in Minnesota streamflow (~1%/yr for 36 stations 1900 s thru 2002). No change in snow-melt runoff. Summer runoff increased. Higher base-flows. More higher flow days. Amplitude of change was strong after 1980.

Mean monthly flows for Minnesota River @ Mankato between 1903-2007 18000 Q (cfs) 16000 14000 12000 10000 8000 1980-2007 1903-1979 1903-1950 1990-2007 1903-1929 1903-1925 6000 4000 2000 Lenhart, 2008 0 Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec

Season & Streamflow From Pat Baskfield

2003 April 20 May 3

2003 May 18 31

2003 June 15 28

Novotny & Stefan (2007) Largest changes occurred in the Minnesota River ( Stats were considerably higher in the 1990 s than any previous period.) MN River Winter low-flow rates increasing at a higher rate than any other statistic. Related to an increase in Precipitation? Between 88-02, no significant change.

50 45 40 35 30 25 20 15 10 5 0 Mid-June 2005 Beauford Hydrologic Response June 10th June 11th June 12th June 13th June 14th June 15th June 16th June 17th June 18th June 19th June 20th June 8th 6:00 No on 18 :00 June 9th Time (15-minute interval) 0.6 0.5 0.4 0.3 0.2 0.1 0 S t r e a m f l o w ( c f s ) P r e c i p i t a t i o n ( i n c h e s ) Flow Precip From Pat Baskfield

June 8th 2005 Beauford Hydrologic Response Flow Precip S t r e a m f l o w ( c f s ) 50 45 40 35 30 25 20 15 10 5 0 0.6 0.5 0.4 0.3 0.2 0.1 0 P r e c i p i t a t i o n ( i n c h e s ) June 8th 6:00 No on 18 :00 June 9th Time (15-minute interval) From Pat Baskfield

GW Recharge & Discharge Recharge = escaped capture! Held in subsurface storage (how long?) Hydraulic Residence Time Discharge = change in residence to 1. Vegetation then transpiration or 2. Stagnant water (lake or wetland) or 3. Stream When does recharge occur?

From Brooks et al, 2003

MN River Basin Phases of Hydrologic Change Phase 1: Clearing, plowing, ditching, normal climate (1880s-1920 s) Phase 2: Technological advances, cropping changes, drier climate (20 s-60 s) Phase 3: Maximizing field scale performance, wetter climate (60 s to current)

Rush & High Island Creek Watersheds Circa 1900 (After Anderson, 1998) Isolated Depressions Threshold Change

Southern MN Ground Moraine Infiltration, Interflow, Recharge Dense Basal Till

Rush & High Island Creek Watersheds Circa 1960 (After Anderson, 1998) Significant change in Hydrologic Pathway water movement.

Magner et al, 2004

Fluid Displacement Analogy: When turning on a garden hose warmed by the sun, cold water eventually displaces warm water in the hose. Similarly, new water eventually displaces old water in a watershed. Uplands River/Stream

Connectivity The flow, exchange and pathways that move organisms, energy and matter through a stream system It is a continuum of hydrologic, biological, and chemical interactions To understand connectivity and manage the system, we must link multiple disciplines and data sets

Functional Process Zones (FPZ) (from Thorp et al., 2006) c/o US EPA

USGS, 1997

Questions

Begin your TMDL study with the End in Mind Joe Magner, Ph.D., P.H., P.S.S. Minnesota Pollution Control Agency

Deer Creek, Carlton, MN

Threshold Scale of Response

Fishable and Swimmable Do we know how to restore streams to meet the Clean Water Act goals? 1. Impairment is based on failure to meet water quality standards. 2. Assumed disturbance stressor. 3. What are we measuring? Surrogate = fishable & swimmable? Fishable = direct measure biological response.

Criteria Positioning Trade-off between forecast error (stressor) & adequacy of measuring the Designated Use (DU). Criteria close to stressor may be a poor surrogate of the DU. Criteria close to DU high degree of uncertainty forecasting the stressor.

Threshold Scale of Root Causes Root causes go beyond numeric criteria and look at watershed system interactions (Hydrologic Pathways and Processes). What is the critical landscape, land use, WQ condition associated with the flow regime? We don t know because too little flow data and too much epistemic uncertainty.

Uncertainty Epistemic uncertainty, incomplete knowledge and/or lack of sufficient data to adequately estimate. Aleatory uncertainty, inherent variability of natural systems.

Goal: System Restoration Is the end point WQS compliance? Is complete restoration possible? How do measure the cause-and-effect response to management actions? What is the Impaired Water Response Time to management action?

Eco-Stability Concepts Resistance the ability of an ecosystem to resist changes to external factors. Resilience is the ability of an ecosystem to return to normal after perturbations. (Normal is not equal to the same exact pre-disturbance condition.) (from Mitsch & Jǿrgensen, 2004)

Jǿrgensen s (2002) Buffer Capacity (β) β = (forcing functions)/ (state variables)

Forcing functions are the external variables that are driving an ecosystem.

State variables are internal variables intrinsic to the definition of the described ecosystem, such as lake, wetland or stream.

Sentinel Watershed-Systems Approach Statistically representative watershedsystems by stratifying differences in land use superimposed upon matrix of climate, geology, terrain, soils and measure system response over decades. Define natural background condition. Reduce epistemic and aleatory uncertainty

So What? Moves us from simple numeric thresholds to system understanding, Define logical response expectations by accounting for natural background conditions, Track system recovery with respect to implementation actions, and Reduce noise associated with climate change.

RLA Goal: Stratify Station Design by