the path to studying tile drainage

Similar documents
Patrick Baskfield. Scott Matteson. Minnesota Pollution Control Agency. Minnesota State University Water Resource Center

Minnesota River Turbidity Stakeholder Committee New Ulm Library, August 27, 20090

Modeling Upland and Channel Sources of Sediment in the Le Sueur River Watershed, Minnesota

Chris Lenhart, John Nieber, Ann Lewandowski, Jason Ulrich TOOLS AND STRATEGIES FOR REDUCING CHANNEL EROSION IN MINNESOTA

Overview of fluvial and geotechnical processes for TMDL assessment

low turbidity high turbidity

Use of SWAT to Scale Sediment Delivery from Field to Watershed in an Agricultural Landscape with Depressions

Technical Memorandum FINAL

Minnesota s Climatic Conditions, Outlook, and Impacts on Agriculture. Today. 1. The weather and climate of 2017 to date

Hydrologic and Water Quality Modeling for the Missouri River Basin (MORB)

Assessing Spatial and Temporal Distribution of Sediment, Nitrogen and Phosphorous Loading in the Missouri River Basin (MORB)

Study Area. Aerial View of Potholes after Rain. Concern

Water Quality and Water Quantity: Two sides of the Same Coin. Chris Jones

Sediment Supply & Hydraulic Continuity: Workshop Review

Application of SWAT Model to Estimate the Runoff and Sediment Load from the Right Bank Valleys of Mosul Dam Reservoir

Erosion Surface Water. moving, transporting, and depositing sediment.

Disentangling Impacts of Climate & Land Use Changes on the Quantity & Quality of River Flows in Southern Ontario

Science of Natural Disasters: RIVERS& FLOODS! 27 April 2016

Subject Name: SOIL AND WATER CONSERVATION ENGINEERING 3(2+1) COURSE OUTLINE

In the space provided, write the letter of the description that best matches the term or phrase. a. any form of water that falls to Earth s

How Do Human Impacts and Geomorphological Responses Vary with Spatial Scale in the Streams and Rivers of the Illinois Basin?

Targeted water storage to maintain productive land and restore clean water

Current Climate Trends and Implications

Climate Change and Climate Trends in Our Own Backyard

Great Lakes Tributary Modeling: Canaseraga Creek Watershed

St. Croix Watershed Research Station nd Street North, Marine on St. Croix, MN tel. (651) fax (651)

TPDES: Soil, Erosion and Sedimentation Methods

Environmental Science Institute The University of Texas - Austin

Streamflow, Sediment, and Nutrient Simulation of the Bitterroot Watershed using SWAT

Memorandum. 1 Introduction. To: Dr. Chuck Regan, Tim Larson (MPCA) Date: 03/17/2016 (Revised)

Surface Processes Focus on Mass Wasting (Chapter 10)

Description DESCRIPTION

Trap Efficiency of a Silted Prairie Reservoir: Rapidan Reservoir, Blue Earth County, Minnesota

Measuring Streambank Erosion Bank Profiles to more Robustly Estimate Recession Rates and Calibration of the AnnAGNPS-CEAP Model

Three main areas of work:

REDWOOD VALLEY SUBAREA

Application of an Enhanced, Fine-Scale SWAT Model to Target Land Management Practices for Maximizing Pollutant Reduction and Conservation Benefits

Water on the Earth. The distribution of all the water found on the earth's surface.

Watershed concepts for community environmental planning

Assessing Differences in Ravine Erosion in Seven Mile Creek Park and the Surrounding Area: Implications for Sediment in the Minnesota River

LI Yong (1,2), FRIELINGHAUS Monika (1), BORK Hans-Rudolf (1), WU Shuxia (2), ZHU Yongyi (2)

Exploring the role of channel processes and legacy sediment in nutrient and sediment delivery, Upper Pecatonica River, Wisconsin

Estimation of Ravine Sediment Production and Sediment Dynamics in the Lower Le Sueur River Watershed, Minnesota

Surface Water. Chapter 2. Water Year Data Summary, photo by John Hoxmeier. photo by Michele Hanson. photo by Michele Hanson

UGRC 144 Science and Technology in Our Lives/Geohazards

Anticipated and Observed Trends in the Global Hydrological Cycle. Kevin E. Trenberth NCAR

Geog Lecture 19

CSSR: Collaborative for Sediment Source Reduction Greater Blue Earth River Basin. Final Report

Rabbit River Turbidity Total Maximum Daily Load Report (Impaired River Reach AUID )

9. PROBABLE MAXIMUM PRECIPITATION AND PROBABLE MAXIMUM FLOOD

Great Lakes Dam Capacity Study

Sediment Deposition LET THE RIVER RUN T E A C H E R. Activity Overview. Activity at a Glance. Time Required. Level of Complexity.

River/Stream Erosion Notes

Watershed Conservation Management Planning Using the Integrated Field & Channel Technology of AnnAGNPS & CONCEPTS

Monitoring of suspended sediment concentration in discharge from regulated lakes in glacial deposits

Diagnostic Geomorphic Methods for Understanding Future Behavior of Lake Superior Streams What Have We Learned in Two Decades?

Floods Lecture #21 20

Illinois State Water Survey Division

Detroit 516 Activities

A Post Processing Tool to Assess Sediment and Nutrient Source Allocations from SWAT Simulations

Differentiating Mining and Non-mining Sourced Contaminants in the San Juan River Delta of Lake Powell, USA

SNOW AND GLACIER HYDROLOGY

Lake Tahoe Watershed Model. Lessons Learned through the Model Development Process

Climate Change and Climate Trends in Our Own Backyard

16 AUGUST (Monday) Glacial Sediment

1990 Intergovernmental Panel on Climate Change Impacts Assessment

Roger Andy Gaines, Research Civil Engineer, PhD, P.E.

Influence of the timing of flood events on sediment yield in the north-western Algeria

3/3/2013. The hydro cycle water returns from the sea. All "toilet to tap." Introduction to Environmental Geology, 5e

Determining the Ability of Acid Extractable Metals as a Fingerprint in Sediment Source Discrimination

Near Real-Time Runoff Estimation Using Spatially Distributed Radar Rainfall Data. Jennifer Hadley 22 April 2003

Continuing Education Associated with Maintaining CPESC and CESSWI Certification

GEOL 1121 Earth Processes and Environments

The Hydrologic Cycle STREAM SYSTEMS. Earth s Water and the Hydrologic Cycle. The Hydrologic Cycle. Hydrologic Cycle

Chapter 5. The Biogeochemical Cycles. Botkin & Keller Environmental Science 5e

Remaining Capacity in Great Lakes Reservoirs

FOREST RESEARCH INSTITUTE, DEHRADUN

STREAM SYSTEMS and FLOODS

Precipitation Evaporation Infiltration Earth s Water and the Hydrologic Cycle. Runoff Transpiration

Monitoring Headwater Streams for Landscape Response to

Hydrological Cycle Rain and rivers OUTLINE

Modelling vulnerability of coastal ecosystems to land-based mining pollution: a case study from Brazil

Fresh Water: Streams, Lakes Groundwater & Wetlands

mountain rivers fixed channel boundaries (bedrock banks and bed) high transport capacity low storage input output

Understanding the effects of roads in upland settings on hydrology, geomorphology and water quality

Modeling the Effects of Climate and Land Cover Change in the Stoney Brook Subbasin of the St. Louis River Watershed

2. PHYSICAL SETTING FINAL GROUNDWATER MANAGEMENT PLAN. 2.1 Topography. 2.2 Climate

Upper Truckee River Restoration Lake Tahoe, California Presented by Brendan Belby Sacramento, California

Tropical Montane Cloud Forests: Importance and Challenges in a Changing Environment

Hydrogeology of Karst NE Wisconsin. Dr. Maureen A. Muldoon UW-Oshkosh Geology Department

Legacy Sediment in the Piedmont: Past valley aggradation, modern stream erosion, and implications for stream water quality

Technical Memorandum No

WATER ON AND UNDER GROUND. Objectives. The Hydrologic Cycle

SPECIFIC DEGRADATION AND RESERVOIR SEDIMENTATION. By Renee Vandermause & Chun-Yao Yang

Upper Missouri River Basin February 2018 Calendar Year Runoff Forecast February 6, 2018

Lecture 2: Precipitation


Laboratory Exercise #3 The Hydrologic Cycle and Running Water Processes

Gökhan Cüceloğlu, İzzet Öztürk. Istanbul Technical University Department of Environmental Engineering Maslak/IstanbulTurkey

David R. Vallee Hydrologist-in-Charge NOAA/NWS Northeast River Forecast Center

Transcription:

Fingerprinting Sources of Suspended Sediments Mean 210 Pb Flux (pci/cm 2 /yr) 2.5 2 1.5 1 0.5 Sagatagan Kreighle Henderson George Long Diamond Duck Stahl Reference Lakes y = 0.65 + 4.8x R 2 = 0.58 Hook 0 0 0.05 0.1 0.15 0.2 0.25 Fish Dunns Beaver Conventional Tillage Be Fe Pb Cs Hg Be Fe Pb Cs Hg Streambank Bass George Be Fe Pb Cs Hg Richardson Minimum Tillage Be Fe Pb Cs Hg Tile Drainage Avg Sed Rate inorg. (g/cm 2 /yr) Pasture Be Fe Pb Cs Hg Sand Creek Suspended Sediment the path to studying tile drainage Shawn Schottler, Dan Engstrom and Dylan Blumentritt St. Croix Watershed Research Station--Department of the Science Museum of Minnesota

Lake Pepin Sediment Accumulation History Core Top 10 3 tons/yr 0 200 400 600 800 2008 1990 1970 Hey, Brain what are we going to do today Same thing we do every day Pinky try to figure out where the sediment comes from, and why it changes Down Core - 10 X faster than pre-settlement 1950 1930 1910 1890 1870 1850 1830 1810 mucho 133 dump trucks/day - Records erosion history of Minnesota s ag lands

Lake Pepin: Integrator of watershed scale erosion processes Sediment cores = window to the past Record erosion history of MN Watershed Bay City I Maiden Rock N W E II S km J III Lake Pepin 0 1 5 10 Lake City IV Pepin V MN River watershed, ~85% cultivated

What is the source of the sediment? Lake Pepin Sediment Accumulation History 0 200 400 600 800 2008 1990 1970 1950 1930 1910 1890 1870 1850 1830 1810 Field Erosion Non-field

So What. Sediment a serious pollutant Ag Fields assumed to be major source Spend many $$$$ to keep soil on fields BMP s designed for fields Can t solve the problem unless we understand the problem??

Why does it change over time? Lake Pepin Sediment Accumulation Rate Core Top 0 200 400 600 800 2008 1990 1970 1950 10 3 tons/yr -It s possible the reasons are related -Why does the rate change the way it does? - Do the sources also change? Down Core 1930 1910 1890 1870 1850 1830 1810 We can t solve the problem until we understand what is causing the changes.

Fingerprinting Sediment Sources with 210 Pb Constant Exposure to Atmosphere and Rain 0.25 0.2 Pb-210 Cultivated Field Suspended Sediment Activity (bq/g) 0.15 0.1 0.05 Non-field Erosion 0 Minimal Exposure to Atmosp. and Rain

Relative Contribution of Fields to Riverine Sediment 24% 31% S. Fork Crow = 25% 31% 26% Lake Pepin = 14% 28% 20% 16% 27% 30% 15% 14%

Redwood R. Chippewa R. Upper Carver Cr. S. Fork Crow R. Watonwan R. Upper LeSueur R. Cottonwood R. Carver Cr Bevens Cr High Island Blue Earth R. LeSueur R. 250 200 150 100 50 0 Field vs Non-field Sediment Loads Field Load Non-field Load Between Watersheds: - Non-field vary by: 400,000 - Field Load Vary only: 20,000 - Non-field highly variable! Load (1000's tons/yr)

Redwood R. Chippewa R. Upper Carver Cr. S. Fork Crow R. Watonwan R. Cottonwood R. Carver Cr Bevens Cr High Island Blue Earth R. LeSueur R. 800 700 600 500 400 300 200 100 0 Yields--- Field Yield Non field Yield Steeply Incised Watersheds Less Incised Field Yield Vary by 60 kg/ha Non-field Vary by 500 kg/ha Yield (kg/ha-yr)

From Hudak and Hajc, 2005

..and now for Lake Pepin (= field + non-field) Field Non-field 2007 25% 75% 1996 28% 72% 1964 35% 65% 1940 70% 30% Neat-O, but why does it change

Non-field if you express loading as is loading, increasing. some sources not really changing 6 Lake Pepin Sediment Loading 5 Field Non-Field Field load ~ constant Non-field accelerating & is now 6X natural rate Load (g/cm 2 -yr) 4 3 2 1 0 Prairie Ag. 1840 1940 1964 1996

So % Sediment from non-field sources Ravens Creek = 70% Kasota Pond & integrator sites = 60-80% Lake Pepin = 65% Event TSS samples = >70% and

Symbols of the L. Pepin Sed. Accumulation Rate 0 200 400 600 800 2008 1990 1970 1950 1930 1910 1890 1870 1850 1830 1810 10 3 tons/yr Sed Rate is 10X pre-settlement >65% of sed is non-field Therefore RATE of non-field is not natural

why change: A hypothesis that needs testing Rate due to artificial drainage + precip Rate due to loss of perennial cover 2008 1990 1970 1950 1930 1910 1890 10 3 tons/yr (inorganic sed.) 0 200 400 600 800 95% prairie gone Intensification of tile-drainage (& increasing precip) Natural Rate 1870 1850 1830 1810 Begin plowing prairie

Blue Earth County, slide from MPCA

Given that: Non-field inputs are significant and increasing Hypothesize that: changes in riverine hydrology are mechanism for non-field inputs.? Has tile drainage changed riverine hydrologic conditions? Are changes in precipitation responsible These two are linked--how do we disentangle them?

Compare watersheds with and without drainage Hydrologic Changes -over time -between watersheds -link to amount/density of drainage - normalize to climate Relate magnitude and timing of: -- hydrologic changes -- installation of drainage to Pepin sedimentation rate changes

Disentangling effects of climate from artificial drainage Preliminary data--a hint at what we might find 800 Elk River (minimal tile drainage) LeSueur River (intense tile drainage) R 2 = 0 p = 0.71 R 2 = 0.17 p= 0.004 Runoff Ratio -May 600 400 200 1945 1965 1985 2005 1945 1965 1985 2005 Runoff Ratio = flow/precipition (normalizes flow to rainfall)

Examine 14 other hydrologic parameters (monthly and seasonally) e.g. runoff ratio, peak frequency, maximum flow, max flow duration, rate of increase, rate of decrease, flow:pdhi - do they change over time - how do watersheds compare - are changes coincident with drainage, or climate - how much can be explained by drainage v. climate -Has drainage changed hydrologic conditions? Model 2 Waterhsheds ( 1with, 1 without ) Swat model: -calibrate to 1940-1970 -compare model predictions to actual 1970-2008

Summary WHY? Not natural Why has non-field sediment loading increased How much is related to intensification of artificial drainage and/or increased precipitation?

Redwood River Reservoir---different river, same story Glacial Lake Agassiz Non-Field 2006 70% 1964 67% 1950 50% 1940 40% Sediment Rate 3 2.5 2 1.5 1 0.5 Field Non-field 0 1940 2006

Climate is getting Wetter 8 Palmer Hydrologic Drought Index Avg. PHDI April - August 6 4 2 0-2 -4-6 y = -42.62 + 0.02x R 2 = 0.09 y = -41.38 + 0.02x R 2 = 0.08 Region 8 Region 7-8 1900 1920 1940 1960 1980 2000

Sedimentation Rate and Climate? Avg. PHDI April - August 6 4 2 0-2 -4 Palmer Hydrologic Drought Index y = 9.8-0x R 2 = 0 y = 16.68-0.01x R 2 = 0 Region 8 Region 7-6 1940 1950 1960 1970 1980 1990 1990 1980 1960 1940 0 1 2 3 4 5 6 7 8 9 2000 1940 1920 1900 1880 1860 1840 1820 1800 1700 1600 kg m -2 yr -1 1500 0 200 400 600 800 1000 10 3 t yr -1 2X

Trends in Sediment Accumulation Rates-- in Different Systems Factor Increase 10 Increase in Sed. Rate since Settlement 8 6 4 Pepin Reference Lakes Riverine systems Field + Non-Field Field Source Only Neat-O, but why are they different? 2 0 pre 1860 1900-1930 1940-1963 1963-1996

Effect of artificial drainage on flow and non-field erosion?? 800 Elk River (near Big Lake MN) Runoff Ratio Since 1940 Q/P - May 700 600 500 400 300 200 100 0 1200 1944 1952 y = -330.18 + 0.24x R 2 = 0 p = 0.71 1960 1968 1976 1984 1992 Le Sueur River Runoff Ratio Since 1940 y = -8064.41 + 4.22x R 2 = 0.17 p= 0.004 2000 Watershed with minimal artificial drainage Need to quantify and understand this difference 1000 800 600 400 200 0 1944 1952 1960 1968 1976 Q/P - May 1984 1992 2000 Watershed with dense artificial drainage

Lake Pepin Sediment Accumulation Rate Core Top 0 200 400 600 800 2008 1990 1970 1950 10 3 tons/yr (inorganic sed.) Hey, Brain what are we going to do today Same thing we do every day Pinky, Try to figure out where the sediment comes from, and why it changes Down Core 1930 1910 1890 1870 1850 1830 1810

Tracing Sediment Sources with Radioisotope Fingerprints. 1. 210 Pb and 137 Cs are deposited by rain 2. Different Sources = Different Concentrations 3. Fields have high concentrations why am I singing and what does it have to do with fingerprinting 4. Non-fields sources have ~ 0 Ravines, Streambanks, Bluffs Gullies 5. Suspended Sediment combination 6. Measure suspended sed. and compare to Source Fingerprints