This document discusses extending the Rangeland Hydrology and Erosion Model (RHEM) from hillslopes to watershed and large areas using the KINEROS2 and AGWA hydrology models. It provides an overview of KINEROS2 and AGWA capabilities for modeling hydrology, erosion, and sediment transport at various scales. It also discusses challenges in obtaining RHEM parameters over large areas and potential approaches using data from the National Resources Inventory, ecological site descriptions, remote sensing, and regression relationships. The document concludes with next steps around improving parameterization and integrating state and transition models and remote sensing data.
Hydrological Application of Remote – Sensing and GIS for Handling of Excess R...IDES Editor
A GIS based hydrological analysis has been carried
out to explore the possibility of diverting storm runoff
generated from the upper catchment safely through a canal
system constructed at the foothill to avoid flooding at
downstream. The study area consisted of Kalapahar-Udyachal
hills (5.38 km sq) in the Kahilipara- Odalbakra area, situated
in the city of Guwahati, Assam. The Digital Elevation Model
(DEM) of the study area was developed from the Survey of
India(SOI) toposheet (1972) using Arcgis software. Watershed
delineation and derivation of required topographic parameters
for for calculating the peak discharge from different
watersheds were done with the help of the generated DEM.
Based on the hydrological analysis, means of safe diversion
of runoff water from hillocks was found out and canal
design of varying geometry capable of handling the peak
discharge suggested.
Hydrological Application of Remote – Sensing and GIS for Handling of Excess R...IDES Editor
A GIS based hydrological analysis has been carried
out to explore the possibility of diverting storm runoff
generated from the upper catchment safely through a canal
system constructed at the foothill to avoid flooding at
downstream. The study area consisted of Kalapahar-Udyachal
hills (5.38 km sq) in the Kahilipara- Odalbakra area, situated
in the city of Guwahati, Assam. The Digital Elevation Model
(DEM) of the study area was developed from the Survey of
India(SOI) toposheet (1972) using Arcgis software. Watershed
delineation and derivation of required topographic parameters
for for calculating the peak discharge from different
watersheds were done with the help of the generated DEM.
Based on the hydrological analysis, means of safe diversion
of runoff water from hillocks was found out and canal
design of varying geometry capable of handling the peak
discharge suggested.
Using Computer-simulated hydrological model (SWAT) to estimate the ground-wat...Dhiraj Jhunjhunwala
This work is the result of a project-based course, Water Resources Engineering. The project is about the estimation of ground-water recharge due to rainfall in a US-based watershed. The semi-distributed hydrological model(SWAT) has been used to simulate the monthly input and output sub-basin-wise streamflow values,which have been used to compute the total infiltration. The results have been depicted in th form of various monthy and yearly infilration values
Assessing the ability of SWAT as a water quality model in the Lake Victoria b...Timo Brussée
There is a need for a water quality model for use in the Lake Victoria basin countries in East-Africa. The
region is characterised by data scarcity, a tropical climate and riverine, lacustrine tidal wetlands which form
an important buffer to riverine pollution of the lake. These characteristics of the basin form a challenge for
water quality models. The objective is to state the strengths and weaknesses of a potential water quality
model under these challenging conditions. This objective is executed with the soil water assessment tool
(SWAT) in a catchment of the Lake Victoria Basin as pilot area. The pilot area of the Mara river basin is
hydrologically complex containing tropical and plantation forest, savanna, grasslands, bi-annual agriculture,
shrublands and wetlands. It has varied soil types and bi-annual rain seasons
The study consist of literature research and flow simulation of the transboundary Mara river basin. The
model study aims to characterise the hydrology in the pilot area. The study includes a thorough analysis of
rainfall, stage and flow data. Model preparation steps include the use of weighted-area rainfall estimation
methods, climate model data and empirical derivation of soil input parameters. Discharge calibration
methods include multi-site calibration, by making use of an alternative objective function statistic for the
commonly used Nash-Sutcliffe Efficiency (NSE) called the Kling-Gupta Efficiency (KGE). The literature study
targets previous flow and water quality studies done in tropical or wetland areas, thereby looking to see how
these studies adapted to hydrological modelling with SWAT in tropical or wetland areas, and why theses
adaptions were made. The literature research also includes a comparison of wetland processes in SWAT
with the physical, biological and chemical processes as described in previous studies.
The Mara river basin flow simulation gave a satisfactory model performance for two out of three calibration
sites, thereby being able to give preliminary outputs on water-balance and other flow characteristics. During
research, a number of model, knowledge and data gaps were found to be critical for better understanding
the hydrological and water quality system workings in the Lake Victoria and Mara river basin. From the
model and literature study it is concluded that several issues on data scarcity and hydrological model
processes in the tropics can be overcome. These do not necessarily decrease model performance or
uncertainty in the SWAT model. However, wetland processes are oversimplified in SWAT. Modification and
coupled SWAT models yet have not been able to provide an alternative to the default model that adequately
represents the main flow, sediment and nutrients processes and fluxes that are present in Mara’s wetlands.
This the presentation I gave for my thesis defense. It\'s entitled "Using bioclimatic envelope modelling to incorporate spatial and temporal dynamics of climate change into conservation planning".
Integrated hydro-geological risk for Mallero basin (Alpine Italy) – part 2: h...Alireza Babaee
Presentation of project in the course " Hydro-Geological Risks in Mountain Area (Hydraulic Assessment Part)" for M.Sc. "Civil Engineering for Risk Mitigation" at Politecnico di Milano.
Submitted by:
Maryam Izadifar, Alireza Babaee, Budiwan Adi Tirta, Ahmed Hassan El-Banna
Submitted to:
Professor Alessio Radice
Application of GIS and MODFLOW to Ground Water Hydrology- A ReviewIJERA Editor
Groundwater is one of the most valuable natural resources, which supports human health, economic
development and ecological diversity. Due to over exploitation, the ground water systems are affected and
require management to maintain the conditions of ground water resources within acceptable limits. With the
development of computers and advances in information technology, efficient techniques for water management
has evolved. The main intent of the paper is to present a comprehensive review on application of GIS
(Geographic Information System) followed by coupling with MODFLOW package for ground water
management and development. Two major areas are discussed stating GIS applications in ground water
hydrology. (i) GIS based subsurface flow and pollution modelling (ii) Selection of artificial recharge sites.
Although the use of these techniques in groundwater studies has rapidly increased since last decade the sucess
rate is very limited. Based on this review , it is concluded that integation of GIS and MODFLOW have great
potential to revolutionize the monitoring and management of vital ground water resources in the future.
Flood Risk Assessment Using GIS Tools, By Dr. Omar Elbadawy, CEDARE, Land and Water Days in Near East & North Africa, 15-18 December 2013, Amman, Jordan
Using Computer-simulated hydrological model (SWAT) to estimate the ground-wat...Dhiraj Jhunjhunwala
This work is the result of a project-based course, Water Resources Engineering. The project is about the estimation of ground-water recharge due to rainfall in a US-based watershed. The semi-distributed hydrological model(SWAT) has been used to simulate the monthly input and output sub-basin-wise streamflow values,which have been used to compute the total infiltration. The results have been depicted in th form of various monthy and yearly infilration values
Assessing the ability of SWAT as a water quality model in the Lake Victoria b...Timo Brussée
There is a need for a water quality model for use in the Lake Victoria basin countries in East-Africa. The
region is characterised by data scarcity, a tropical climate and riverine, lacustrine tidal wetlands which form
an important buffer to riverine pollution of the lake. These characteristics of the basin form a challenge for
water quality models. The objective is to state the strengths and weaknesses of a potential water quality
model under these challenging conditions. This objective is executed with the soil water assessment tool
(SWAT) in a catchment of the Lake Victoria Basin as pilot area. The pilot area of the Mara river basin is
hydrologically complex containing tropical and plantation forest, savanna, grasslands, bi-annual agriculture,
shrublands and wetlands. It has varied soil types and bi-annual rain seasons
The study consist of literature research and flow simulation of the transboundary Mara river basin. The
model study aims to characterise the hydrology in the pilot area. The study includes a thorough analysis of
rainfall, stage and flow data. Model preparation steps include the use of weighted-area rainfall estimation
methods, climate model data and empirical derivation of soil input parameters. Discharge calibration
methods include multi-site calibration, by making use of an alternative objective function statistic for the
commonly used Nash-Sutcliffe Efficiency (NSE) called the Kling-Gupta Efficiency (KGE). The literature study
targets previous flow and water quality studies done in tropical or wetland areas, thereby looking to see how
these studies adapted to hydrological modelling with SWAT in tropical or wetland areas, and why theses
adaptions were made. The literature research also includes a comparison of wetland processes in SWAT
with the physical, biological and chemical processes as described in previous studies.
The Mara river basin flow simulation gave a satisfactory model performance for two out of three calibration
sites, thereby being able to give preliminary outputs on water-balance and other flow characteristics. During
research, a number of model, knowledge and data gaps were found to be critical for better understanding
the hydrological and water quality system workings in the Lake Victoria and Mara river basin. From the
model and literature study it is concluded that several issues on data scarcity and hydrological model
processes in the tropics can be overcome. These do not necessarily decrease model performance or
uncertainty in the SWAT model. However, wetland processes are oversimplified in SWAT. Modification and
coupled SWAT models yet have not been able to provide an alternative to the default model that adequately
represents the main flow, sediment and nutrients processes and fluxes that are present in Mara’s wetlands.
This the presentation I gave for my thesis defense. It\'s entitled "Using bioclimatic envelope modelling to incorporate spatial and temporal dynamics of climate change into conservation planning".
Integrated hydro-geological risk for Mallero basin (Alpine Italy) – part 2: h...Alireza Babaee
Presentation of project in the course " Hydro-Geological Risks in Mountain Area (Hydraulic Assessment Part)" for M.Sc. "Civil Engineering for Risk Mitigation" at Politecnico di Milano.
Submitted by:
Maryam Izadifar, Alireza Babaee, Budiwan Adi Tirta, Ahmed Hassan El-Banna
Submitted to:
Professor Alessio Radice
Application of GIS and MODFLOW to Ground Water Hydrology- A ReviewIJERA Editor
Groundwater is one of the most valuable natural resources, which supports human health, economic
development and ecological diversity. Due to over exploitation, the ground water systems are affected and
require management to maintain the conditions of ground water resources within acceptable limits. With the
development of computers and advances in information technology, efficient techniques for water management
has evolved. The main intent of the paper is to present a comprehensive review on application of GIS
(Geographic Information System) followed by coupling with MODFLOW package for ground water
management and development. Two major areas are discussed stating GIS applications in ground water
hydrology. (i) GIS based subsurface flow and pollution modelling (ii) Selection of artificial recharge sites.
Although the use of these techniques in groundwater studies has rapidly increased since last decade the sucess
rate is very limited. Based on this review , it is concluded that integation of GIS and MODFLOW have great
potential to revolutionize the monitoring and management of vital ground water resources in the future.
Flood Risk Assessment Using GIS Tools, By Dr. Omar Elbadawy, CEDARE, Land and Water Days in Near East & North Africa, 15-18 December 2013, Amman, Jordan
Environmental Management Modeling Activities at Los Alamos National Laborator...Velimir (monty) Vesselinov
esselinov, V.V., et al., Environmental Management Modeling Activities at Los Alamos National Laboratory (LANL), Department of Energy Technical Exchange Meeting, Performance Assessment Community of Practice, Hanford, April 13-14, 2010.
Presented by Charlotte MacAlister, Birhanu Zemadim, Teklu Erkossa, Amare Haileslassie, Dan Fuka, Tammo Steenhuis, Solomon Seyoum, Holger Hoff, Kinde Getnet, and Nancy Johnson to the Nile Basin Development ChallengeScience and Reflection Workshop, Addis Ababa, 4-6 May 2011
9/8 THUR 10:45 | Statewide Regional Evacuation Study Program 4APA Florida
Marshall Flynn
With an updated Evacuation Study for each of the 11 regions, Florida has one of the only statewide evacuation studies in the Nation. This session will educate participants on its fundamentals,
including HOW and WHY it was created and its implementation across a variety of planning disciplines. Explanations of the major components of the Evacuation Study, including its complex
evacuation transportation models, statewide coordination, behavioral surveys, and associated behavioral assumptions and advanced GIS modeling tools. Planners will gain a better understanding of the purpose, data and methodology of the Studies and how to implement its findings in their planning documents.
The Development of a Catchment Management Modelling System for the Googong Re...GavanThomas
A scenario assessment model to assist the end-user in determining priorities for a series of agreed management prescriptions that can be enacted through controls on existing landuse
Watershed management: Role of Geospatial Technologyamritpaldigra30
Watershed management is the study of the relevant characteristics of a watershed which is done to enhance watershed functions that affect the plant, animal and human or other living communities within the watershed boundary.
This PPT dscribes the Role of Geospatial Technology in Watershed Management
Understanding Who is AT RISK - Flood extent modellingAlex Nwoko
Understanding Flood Risk Using Surface Flood Extent Modelling. This study used ArcMap and HECRAS to evaluate flood risk exposure of River Wansbeck in Morpeth, UK.
Willie Nelson Net Worth: A Journey Through Music, Movies, and Business Venturesgreendigital
Willie Nelson is a name that resonates within the world of music and entertainment. Known for his unique voice, and masterful guitar skills. and an extraordinary career spanning several decades. Nelson has become a legend in the country music scene. But, his influence extends far beyond the realm of music. with ventures in acting, writing, activism, and business. This comprehensive article delves into Willie Nelson net worth. exploring the various facets of his career that have contributed to his large fortune.
Follow us on: Pinterest
Introduction
Willie Nelson net worth is a testament to his enduring influence and success in many fields. Born on April 29, 1933, in Abbott, Texas. Nelson's journey from a humble beginning to becoming one of the most iconic figures in American music is nothing short of inspirational. His net worth, which estimated to be around $25 million as of 2024. reflects a career that is as diverse as it is prolific.
Early Life and Musical Beginnings
Humble Origins
Willie Hugh Nelson was born during the Great Depression. a time of significant economic hardship in the United States. Raised by his grandparents. Nelson found solace and inspiration in music from an early age. His grandmother taught him to play the guitar. setting the stage for what would become an illustrious career.
First Steps in Music
Nelson's initial foray into the music industry was fraught with challenges. He moved to Nashville, Tennessee, to pursue his dreams, but success did not come . Working as a songwriter, Nelson penned hits for other artists. which helped him gain a foothold in the competitive music scene. His songwriting skills contributed to his early earnings. laying the foundation for his net worth.
Rise to Stardom
Breakthrough Albums
The 1970s marked a turning point in Willie Nelson's career. His albums "Shotgun Willie" (1973), "Red Headed Stranger" (1975). and "Stardust" (1978) received critical acclaim and commercial success. These albums not only solidified his position in the country music genre. but also introduced his music to a broader audience. The success of these albums played a crucial role in boosting Willie Nelson net worth.
Iconic Songs
Willie Nelson net worth is also attributed to his extensive catalog of hit songs. Tracks like "Blue Eyes Crying in the Rain," "On the Road Again," and "Always on My Mind" have become timeless classics. These songs have not only earned Nelson large royalties but have also ensured his continued relevance in the music industry.
Acting and Film Career
Hollywood Ventures
In addition to his music career, Willie Nelson has also made a mark in Hollywood. His distinctive personality and on-screen presence have landed him roles in several films and television shows. Notable appearances include roles in "The Electric Horseman" (1979), "Honeysuckle Rose" (1980), and "Barbarosa" (1982). These acting gigs have added a significant amount to Willie Nelson net worth.
Television Appearances
Nelson's char
Natural farming @ Dr. Siddhartha S. Jena.pptxsidjena70
A brief about organic farming/ Natural farming/ Zero budget natural farming/ Subash Palekar Natural farming which keeps us and environment safe and healthy. Next gen Agricultural practices of chemical free farming.
Artificial Reefs by Kuddle Life Foundation - May 2024punit537210
Situated in Pondicherry, India, Kuddle Life Foundation is a charitable, non-profit and non-governmental organization (NGO) dedicated to improving the living standards of coastal communities and simultaneously placing a strong emphasis on the protection of marine ecosystems.
One of the key areas we work in is Artificial Reefs. This presentation captures our journey so far and our learnings. We hope you get as excited about marine conservation and artificial reefs as we are.
Please visit our website: https://kuddlelife.org
Our Instagram channel:
@kuddlelifefoundation
Our Linkedin Page:
https://www.linkedin.com/company/kuddlelifefoundation/
and write to us if you have any questions:
info@kuddlelife.org
"Understanding the Carbon Cycle: Processes, Human Impacts, and Strategies for...MMariSelvam4
The carbon cycle is a critical component of Earth's environmental system, governing the movement and transformation of carbon through various reservoirs, including the atmosphere, oceans, soil, and living organisms. This complex cycle involves several key processes such as photosynthesis, respiration, decomposition, and carbon sequestration, each contributing to the regulation of carbon levels on the planet.
Human activities, particularly fossil fuel combustion and deforestation, have significantly altered the natural carbon cycle, leading to increased atmospheric carbon dioxide concentrations and driving climate change. Understanding the intricacies of the carbon cycle is essential for assessing the impacts of these changes and developing effective mitigation strategies.
By studying the carbon cycle, scientists can identify carbon sources and sinks, measure carbon fluxes, and predict future trends. This knowledge is crucial for crafting policies aimed at reducing carbon emissions, enhancing carbon storage, and promoting sustainable practices. The carbon cycle's interplay with climate systems, ecosystems, and human activities underscores its importance in maintaining a stable and healthy planet.
In-depth exploration of the carbon cycle reveals the delicate balance required to sustain life and the urgent need to address anthropogenic influences. Through research, education, and policy, we can work towards restoring equilibrium in the carbon cycle and ensuring a sustainable future for generations to come.
UNDERSTANDING WHAT GREEN WASHING IS!.pdfJulietMogola
Many companies today use green washing to lure the public into thinking they are conserving the environment but in real sense they are doing more harm. There have been such several cases from very big companies here in Kenya and also globally. This ranges from various sectors from manufacturing and goes to consumer products. Educating people on greenwashing will enable people to make better choices based on their analysis and not on what they see on marketing sites.
1. Extending RHEM from Hillslopes to Watersheds
and Large Areas with AGWA/KINEROS2
David Goodrich, Haiyan Wei, Mariano Hernandez, Ken Spaeth, Mary
Nichols, Shea Burns, Phil Guertin, Carl Unkrich
Overview
• KINEROS2 – background
• AGWA Overview and Rangeland
Modeling Tools
• RHEM Parameters
• From NRI
• From remote sensing
2. • Hydrology, erosion, sediment transport
• Event or continuous (< minute time steps)
• Approximate watershed by cascade of overland flow elements
(planar or curvilinear), channels, impoundments
• Physically-based kinematic interactive routing – infiltration,
overland flow, erosion, and sediment transport
Kinematic Runoff and Erosion Model (KINEROS2)
https://www.tucson.ars.ag.gov/kineros/
3. rainfall intensity (i)
infiltration (f)
Finite difference
step length (dx)
fi
x
Q
t
h -=
+
channel element
Excess Runoff From an Overland Flow Model Element
- KINEROS2 /
RHEM
Q
q
Zones of aggregation
and degradation can be
identified in detailed
output
4. New Features and Capabilities
• Incorporation of the Rangeland Hydrology and Erosion Model
(RHEM) and a dynamic (non-steady state) version of the Water
Erosion Prediction Project Model (DWEPP) into KINEROS2.
– Detailed representation of hillslope elements (geometry, soil,
vegetation)
– DWEPP parameters are available for most cultivated agriculture
– RHEM parameters coming with ESD and STM models
– Seamless integration between hillslope erosion modeling and
sediment transport in channels
– Caution: 1-D channel erosion and transport is quite simple
(bank collapse, armoring not treated)
– Make a distinction between
large area modeling (many
hillslopes within a watershed)
and large watershed modeling
(sediment yield at outlet)
5. Southwest Watershed Research Center Tucson - Tombstone, AZ
EXAMPLE: KINEROS2 / RHEM Simulations
Compare sediment yields from different plant
community parameterizations on a small
watershed using K2 - RHEM
Approach
• Parameterize a small watershed for RHEM
• Use RHEM parameterization equations with values
from NRI data for 3 plant communities
• Use observed data from storm events that produced
sizeable sediment yields
• Run RHEM and compare results from different plant
community parameterizations
7. Watershed ID: 73
Area
Slope Profile (Geometric)
Width
Slope Length
Effective Hyd. Cond.
Rock Volume (Infiltration)
Soil Suction
Porosity
Max saturation
Runoff friction factor (Hydraulic)
Erosion friction factor
Conc. Flow Erosion Coef. (Engelund-
Critical Shear Stress Hansen
Splash & Sheet Erosion Coef. Erosion)
Particle Size Distribution
Interception
N
Watershed - Large Area Application of KINEROS2
・ Topography (USGS 10 m DEM)
・ Soils for texture class – (SSURGO)
・ For RHEM need
% plant form types
% Foliar cover
% Basal plant cover
% Rock cover
% Litter cover
% Cyptogram cover
Parameters needed for each
hillslope model element
Pre – RHEM Formulation
For K2 – RHEM Formulation need:
Motivation for the development of AGWA – Automated
Geospatial Watershed Assessment Tool
8. AGWA – Background - Basics
• An automated GIS interface for watershed modeling (hydrology,
erosion, WQ) designed for resource managers
• Applicable to ungauged / gauged watersheds
• Operates with nationally available data (DEM, Soils, Land Cover)
• Simple, direct method for model parameterization
• Investigate the impacts of land cover change
- Identify sensitive, “at-risk” areas
- Assess impacts of management (e.g. growth, fire, mulch)
• Provide repeatable results for relative change assessments
• Must have good rainfall-runoff observations for quantitative
predictions
• Three established watershed/hillslope models for multiple scales
- KINEROS2
- SWAT
- RHEM / DWEPP (hillslope runoff and erosion within KINEROS2)
- 4000+ Reg. users; 10,500+ downloads, 170 countries; >250
citations
9. Watershed Characterization
(model elements)
+
Land
Cover
Soils
Rain
(Observed or
Design Storm)
Results
Run model
and import
results
Intersect model
elements with
Watershed Delineation
using Digital Elevation
Model (DEM)
Sediment yield (t/ha)Sediment discharge (kg/s)
Water yield (mm)Channel Scour (mm)
Transmission loss (mm)Peak flow (m3/s or mm/hr)
Channel Disch. (m3/day)Sediment yield (kg)
Percolation (mm)Runoff (mm or m3)
ET (mm)Plane Infiltration (mm)
Precipitation (mm)Channel Infiltration (m3/km)
SWAT OutputsKINEROS Outputs
AGWA Conceptual Design:
Inputs and Outputs
Output results that can be displayed in AGWA
Hillslope
10. Visualization of Results
Color-ramping of results
for each element to
show spatial variability
Calculate and view
differences between
model runs
Multiple simulation runs
for a given watershed
Channel simulation
differences also
displayed
8
Hydrograph/Sedigra
ph for overland and
channel elements
11. Data for AGWA Parameterization
• Digital Elevation Model
- Usually USGS 10m – 30m DEM will work
fine in western terrains in large watersheds
- LIDAR can be used
• Soils
- USDA STATSGO – nationally available;
SSURGO where available
- FAO soils globally
• Land Use - Land Cover (NLCD, ReGAP, ESD)
• Weather
- If not using design storms - “good” rainfall
data is essential in time/space (more later)
• Management Information
- Where and what
- Information must be provided by user!
(i.e. burn severity map)
Topography
Land Cover
Soils
12. o
Representative Slope Profile and Flow Length
• Calculate a weighted length for each flow path
• Lr is the representative flow length
• Calculate a weight grid
for every cell on the
hillslope
• Calculate a weighted
slope for each cell - Si
NRI Pt
(Flanagan et al. 2011)
13. o
Representative Slope Profile and Flow Length
NRI Pt
• AGWA/RHEM
Calculates a
weighted length
and slope for each
flow path using
DEM
(Flanagan et al. ‘11)
1374
1376
1378
1380
1382
1384
1386
1388
1390
1392
0 100 200 300 400 500 600 700 800 900 1000
Hillslope Profile (Element 61)
AGWA/Flanagan (S=1.6%)
Visual Slope Profile (S=1.5%)
Uniform Slope (S=1.8%) L = 50m
web RHEM Gen. Profile (S=1.7%)
Ele. 61 At NRI point
estimate uniform
slope, L = 50 m
(used in RCA)
Most natural
hillslope proflie
have lower slopes
at ridge and toe.
Digitize 3 flow
paths from ridge
Using web RHEM
to match general
hillslope profile
14. Sediment Yield vs Soil Loss (total for all elements)
Uniform S - HRC Unif. S - ATL Complex S - HRC Comp. S - ALT
SedimentYieldandSoilLoss(tons/ha/year)
0
3
6
Sediment Yield
Soil Loss
Point: Differences in soil loss & sediment yield due to slope shape
(uniform vs complex) dominate differences due to change in ecosite
cover condition
15. AGWA Rangeland Management Toolkit
• Use of vegetation data for model parameterization
– Vegetation Monitoring Data
– Rangeland Health Data
– NRCS Ecological Site Descriptions
– Management treatment effects
• Land cover modification
– Use to incorporate rangeland improvements
• Stock ponds / reservoirs
• Buffer strips
• Post-Fire effects
• Multi-watershed analysis
Post-Fire % Change
} Or a Combination
16. Land-Cover Modification Tool
Allows user to specify type and location of land-cover
alterations by either drawing a polygon on the display, or
specifying selected features from a polygon map (i.e. a
pasture).
Types of Land-Cover Changes:
• Change entire user-defined area to new land cover (uniform)
• Change land-cover type to another (random or
patchy/fractal)
• Can specify % success of change due to practice (e.g.
Shrub management and removal)
Large Area Application of RHEM
• AGWA will –
• Delineate drainage area
• Discretize drainage area into hillslopes
• Derive the complex slope profile of the hillslopes
• AGWA tools will –
• Allow incorporation of BMPs
• Assess management scenarios
• Transition to different ESD state
17. Key to Extending RHEM to Watershed Scales
・Obtaining RHEM parameters over large areas:
- % plant form present - % Foliar cover - % Basal cover
- % Rock cover - % Litter cover - % Cyptogram cover
・ HOW? (NRI, ESD & STM, ReGAP, remote sensing, ??)
HUC – 12 Boundary
0 – 10 % INCREASE
25 – 30 % decrease
40 – 50 %
decrease
0 – 10 % DECREASE
n = 3577 hillslope
model elements
Example: Cienega Ck. CEAP Assessment (198 mi2)
% Change in Sediment Yield from Pre-Conservation Condition (‘92) to Post-Cons. (2006)
RHEM derived from NRI & PLANTS database by Ecological Site
for three time periods: Historic Ref Cond., Pre- & Post Cons. Spending
18. Ecological Sites
Loamy Upland 12-16” p.z.
Allotments
Until machine readable ESD and STM are available nationally what
can be done to obtain RHEM parameters over large areas?
How can NRI and local NRCS observations be utilized ?
Could a expansion factor be developed using EcoSites and visual
interpretation of aerial/satellite imagery + AGWA cover change
tool?
Can multi-band remote sensing assist ?
**
*
NRCS Field Pt. #1
NRCS Field Pt. #2
20. Remotely Sensed (Landsat) Veg. Cover
Provides cover estimates
throughout the year (~16-day
intervals, 30 x 30 m) from 1984
to present
For plant phenology in SW can
use early summer image for
shrub (mesquite canopy cover-
CC) using SAVI and fall image
for total CC post monsoon with
SATVI
Can then subtract the two
images to estimate non-shrub
green and senescent
cciTNC = 0.69(ccg) + 9.24
R2
= 0.40*
cciARS = 0.37(ccg) + 45.08
R2
= 0.47*
0
10
20
30
40
50
60
70
80
90
100
0 10 20 30 40 50 60 70 80 90 100
Ground-Measured Foliar Canopy Cover (%)
Image-BasedFoliarCanopyCover(%)
TNC
ARS
Linear
(ARS)* Value is statistically significant (P ≤ 0.05).
1-to-1
(All data)
(ARS data only)
1991 2007 2008 2011
CC (%)
1991 2007 2008 2011
CC (%)
Shrub Canopy CoverHollifield-Collins
21. Foliar Cover to Litter and Basal
For some ES,
defensible
regression
between foliar
cover and % litter
and % basal have
been found using
NRI data
Allows higher
temporal
frequency of
RHEM parameter
than NRI collects
% change in SY from ’92 to ‘07
% change in SY from ’92 to ‘09
% change in SY from ’92 to ‘11
Negative % change in SY => a decrease
-80 - 75
-5 - 0
50 - 250
22. Southwest Watershed Research Center Tucson - Tombstone, AZ
Conclusions and Next Steps
• AGWA is ready to ingest national EcoSite and State & Transition
Model data to automatically derive RHEM parameters for modeling
multiple hillslopes over large areas when it becomes available
• In the meantime -
• The AGWA Land Cover Change tool can be used to evaluate the
hydrologic/erosion effects of management scenarios over large areas
• Remote sensing (RS) can be used to effectively
• Track the changes in foliar cover over time
• Quantify shrub and non-shrub foliar cover changes from
• Mechanical brush removal and fire
• Next steps
• With more NRI points attempt to build better regressions relating
foliar cover to litter and basal cover for more ecosites.
• Explore how RS & ES could be used to develop an image of states
within a simplified STM model for that ES
23. THANK YOU - Questions
I’d like to hear your thoughts and suggestions on obtaining
RHEM parameters over large areas
Dave Goodrich
Dave.Goodrich@ars.usda.gov
AGWA Training (free) at Univ. of Arizona
(Typically Oct. and March)
https://www.tucson.ars.ag.gov/kineros/
https://www.tucson.ars.ag.gov/agwa/
24.
25. 1991 2007 2009 2011
CC (%)
1991 2007 2009 2011
CC (%)
exclosure
grazed
pasture
Exclosure Burn - 2009 Grazed
1991
2007
2009
2011
Prescribed burn in 2009
outlined by blue
polygon
Drought in summer
monsoon in 2009
No grazing in exclosure
If letters above bars are
different they are
statistically different at
the (P=0.05) level
27. Mechanical
grubbing in 2010 in
5 areas
2011 wildfires in
green outline
covering the corral
and NE portion of
the mule treatment
areas
1991
2007
2009
2011
28.
29. Remotely Sensed (Landsat) Veg. Cover
Provides cover estimates
throughout the year (~16-day
intervals, 30 x 30 m) from 1984
to present
For plant phenology in SW can
use early summer image for
shrub (mesquite canopy cover-
CC) using SAVI and fall image
for total CC post monsoon with
SATVI
Can then subtract the two
images to estimate non-shrub
green and senescent
cciTNC = 0.69(ccg) + 9.24
R2
= 0.40*
cciARS = 0.37(ccg) + 45.08
R2
= 0.47*
0
10
20
30
40
50
60
70
80
90
100
0 10 20 30 40 50 60 70 80 90 100
Ground-Measured Foliar Canopy Cover (%)
Image-BasedFoliarCanopyCover(%)
TNC
ARS
Linear
(ARS)* Value is statistically significant (P ≤ 0.05).
1-to-1
(All data)
(ARS data only)
1991 2007 2008 2011
CC (%)
1991 2007 2008 2011
CC (%)
Shrub Canopy Cover
30. Stock Tanks
• A common rangeland management is the installation of
stock ponds to provide water to livestock. Stock ponds
can also be viewed as storm water retention structures
and sediment basins, common best management
practices for flood and water quality mitigation.