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1. The Role of
Physical,
Numerical and Data Coupling in a Mesoscale Watershed Model (PIHM) Paper more
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Abstract: Full
coupling of physical processes, natural
numerical coupling, and parsimonious but accurate data coupling are
three key
steps in efficient and accurate simulation of distributed hydrologic
states in
watersheds. Here we present a physically-based, spatially distributed
hydrologic model (called PIHM) that utilizes all the three coupling
strategies.
Interception, snow melt, transpiration, evaporation, overland flow,
subsurface
flow, river flow, macropore based infiltration and lateral stormflow,
as well
as flow through and over hydraulic structures such as weirs and dams
are some
of the physical processes handled in the model. A semi-discrete,
Finite-Volume
approach is used to define the distributed process equations on
discretized
unit elements, in terms of a fully-coupled system of ordinary
differential
equations. An implicit Newton-Krylov based solver that utilizes
adaptive time
stepping provides a robust and stable solution. Data-coupling is aided
by the use
of constrained unstructured meshes, and a flexible data model
incorporated
within an open-source GIS
tool
(PIHMgis). The spatial adaptivity of the mesh elements and temporal
adaptivity
of the numerical solver facilitates capture of multiple spatio-temporal
scales,
allowing important insight into hydrologic process interactions. The
implementation of the model has been performed for a mesoscale
watershed in central
PA (Little-Juniata Watershed, 845 km2). Model results are
validated
by comparison of observed and predicted streamflow and groundwater
levels at
multiple locations. The fully-coupled model unfolds a range of
multiscale/multiprocess interactions including: 1) an apparent inverse
relationship between fraction of total evapotranspiration rate due to
transpiration
and interception loss, 2) the role of forcing (precipitation,
temperature and
radiation), soil moisture and overland flow on
evaporation-transpiration
partitioning, 3) the importance of water table depth on
evaporation-transpiration, 4) the
influence of local upland topography and stream morphology on spatially
distributed, asymmetric right-left bank river-aquifer interactions,
and, 5) the
role of macropore and topography on ground water recharge magnitude,
time scale
and spatial distribution.
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Authors: Mukesh Kumar, Gopal
Bhatt, Chris
Duffy collapse
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| 2. An
efficient domain decomposition framework for accurate representation of
geodata
in distributed hydrologic models (International
Journal of GIS, v.24, In Press)
Paper more |
Abstract: Physically-based,
fully-distributed hydrologic models simulate hydrologic state variables
in space and time while using information regarding heterogeneity in
climate, land use,
topography and hydrogeology. Since fine spatio-temporal resolution and
increased
process dimension will have large data requirements, there is a
practical need to strike a
balance between descriptive detail and computational load for a
particular model
application. In this paper we present a flexible domain decomposition
strategy for
efficient and accurate integration of the physiographic, climatic and
hydrographic
watershed features. The approach takes advantage of different GIS
feature types while
generating high-quality unstructured grids with user-specified
geometrical and physical
constraints. The framework is able to anchor the efficient capture of
spatially distributed
and temporally varying hydrologic interactions and also ingest the
physical prototypes
effectively and accurately from a geodatabase. The proposed
decomposition framework
is a critical step in implementing high quality, multiscale,
multiresolution, temporally
adaptive and nested grids with least computational burden. We also
discuss the
algorithms for generating the framework using existing GIS feature
objects. The
framework is successfully being used in a finite volume based
integrated hydrologic
model. The framework is generic and can be used in other finite
element/volume based
hydrologic models..
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Authors: Mukesh Kumar, Gopal
Bhatt, Chris
Duffy collapse
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| 3. An Object
Oriented
Shared Data Model for GIS and Distributed Hydrologic Models (International Journal of GIS, v.24, In Press) Paper more |
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Abstract: Distributed
physical models for the space-time distribution of water, energy,
vegetation,
and mass flow require new strategies for data representation, model
domain
decomposition, a-priori parameterization, and visualization. The
Geographic Information
System (GIS) has been traditionally used to accomplish these data
management
functionalities in hydrologic applications. However, the interaction
between the data
management tools and the physical model are often loosely integrated
and non-dynamic.
This is because a) the data types, semantics, resolutions and formats
for the physical
model system and the distributed data or parameters may be different,
with significant
data preprocessing required before they can be shared, b) the
management tools may not
be accessible or shared by the GIS and physical model c) the individual
systems may be
operating system dependent or are driven by proprietary data
structures. The impediment
to seamless data flow between the two software components has the
effect of increasing
the model setup time and analysis time of model output results, and
also makes it
restrictive to perform sophisticated numerical modeling procedures
(real time forecasting,
sensitivity analysis etc.) that utilize extensive GIS data. These
limitations can be offset to
a large degree by developing an integrated software component that
shares data between
the (hydrologic) model and the GIS modules. We contend that the
pre-requisite for the
development of such an integrated software component is a “shared
data-model” that is
designed using an Object Oriented Strategy. Here we present the design
of such a shared
data model taking into consideration the data type descriptions,
identification of dataclasses,
relationships and constraints. The developed data model has been used
as a
method base for developing a coupled GIS interface to Penn State
Integrated Hydrologic
Model (PIHM) called PIHMgis..
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Authors: Mukesh Kumar, Gopal
Bhatt, Chris
Duffy collapse
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4.
A Second Order Finite
Volume Based Integrated Hydrologic Model (FIHM) (Vadose Zone Journal, Nov. 2009, In Press) Paper Figure Videos more
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Abstract:
Surface water, the vadose zone, and groundwater are linked components
of a hydrologic
continuum. In order to capture the interaction between different
components of a
hydrologic continuum and to use this understanding in water management
situations, an
accurate numerical model is needed. The quality of model results
depends on accurate
representation of the physical processes and the data describing the
area of interest, as
well as performance of the numerical formulation implemented. Here we
present a
physics-based, distributed, fully coupled, second order accurate,
upwind cell-centered,
constrained unstructured mesh based Finite-Volume modeling framework
(FIHM) that
simultaneously solves 2-D unsteady overland flow and 3-D variably
saturated subsurface
flow in heterogeneous, anisotropic domains. A multidimensional linear
reconstruction of
the hydraulic gradients (surface and subsurface) is used to achieve
second order accuracy.
Accuracy and efficiency in raster data and vector-boundary
representations are facilitated
through the use of constrained Delaunay meshes in domain
discretization. The
experiments presented here a) explore the influence of initial moisture
conditions, soil
properties, anisotropy and heterogeneity in determining the pressure
head distributions in
the vadose and saturated zones, b) show the existence of localized
“flux rotation”
phenomenon due to heterogeneous anisotropy, leading to creation of
convergencedivergence
zones, c) show the influence of vertical drainage from unsaturated zone
on the
response of an unconfined aquifer to pumping, and d) show the effects
of capillarity,
saturation excess, infiltration excess, and initial water table
location on determining the
overland flow generation.
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Authors: Mukesh Kumar, Chris
Duffy, Karen
Salvage collapse
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5. Domain
Partitioning
for Implementation of Large Scale Integrated Hydrologic Models on
Parallel
Processors Paper more
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Abstract: Distributed
integrated hydrologic models are
data and computationally intensive. In order to perform a high temporal
and
spatial resolution run of a large scale hydrologic model in feasible
time,
parallelized versions of hydrologic model can be run on a cluster of
parallel
processors. An efficient implementation
of such a parallelized hydrologic model requires proper partitioning of
the
model domain. This paper discusses and highlights several hydrologic,
architectural and algorithmic issues which need to be incorporated in
an
efficient domain partitioning for parallel implementation of integrated
distributed hydrologic model. Here we also compare a suite of
partitioning
algorithms, both geometry and graph theory based, in terms of their
efficiency
in a) minimizing interprocessor communication b) load balancing c)
adaptability to constraints
and e) capturing actual communication
volume. Hybrid
algorithms are found to be most effective in minimizing communication
volume. But
the performance of the algorithms gets adversely affected while trying
to
satisfy multiple architectural constraints. The algorithms have been
implemented on unstructured decomposed domain of Great Salt Lake basin
and are
discussed vis-à-vis finite volume based Parallelized – Pennstate
Integrated
Hydrologic Model (P-PIHM).
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Authors: Mukesh Kumar, Chris
Duffy collapse
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6. Shared
Data Model to Support Environment Sensor
Network Data in Hydrologic Models (iEMSS, 2008) Paper more
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Abstract: With
the advancement of wireless communication and miniaturization of
digital electronics, long term observation of remote hydrologic systems
using adaptive sensor networks at high spatio-temporal resolutions and
across multiple scales, has become a reality. However, for large
spatial scales embedded multi-sensor networks with fine temporal
sampling rates, the amount and distribution of data generated by these
networks becomes unmanageably large. While the sensor network
installation itself is generally supported by basic data management
software, in the hydrologic sciences there is little support available
to directly incorporate the data generated into the hydrologic model.
We contend that a seamless transfer of the observed data to the model
can be achieved by developing a shared data model which will
standardize storage and management of data both at the sensor base
station and the hydrologic model. This will lead to enhanced data
transfer integrity and will also result in direct input of the sensor
network data to the model in realtime without having to go through
intermediate pre-processing steps which are error prone. Here we
present the shared Data Model structure along with its design
considerations in terms of data types, identification of data-classes,
relationships and constraints.
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Authors: Mukesh Kumar, Chris
Duffy collapse
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7. Bridging
gap between geohydrologic data and Integrated Hydrologic Model: PIHMgis (iEMSS, 2008) Paper more
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Abstract: This
paper outlines and demonstrates a strategy for coupling of integrated
hydrologic model and Geographic Information System (GIS) to meet
pre/post processing of data and visualization. Physically based fully
distributed integrated hydrologic models seek to simulate hydrologic
state variables and their interactions in space and time. The process
requires incorporation of several physical heterogeneous input data
layers such as topography, hydrogeology, climate, land use. This leads
to intensive effort in topology definitions, data gathering and
development. Traditionally GIS has been used for data management,
analysis and visualization. Joint use and streamline development of
sophisticated numerical models and commercial Geographic Information
Systems (GISs) poses challenges that inherit from proprietary data
structures, rigidity in their data models, non-dynamic data interaction
with pluggable software components and platform dependence. Independent
hydrologic modeling systems (HMSs), GISs and Decision Support Systems
(DSSs) not only increase model setup and analysis time but they also
result in data isolation, data integrity problems and broken data flows
between models and the tools used to analyze their inputs and results.
Alternatively this paper presents an open-source, extensible and
pluggable architecture, platform independent “tightly-coupled” GIS
interface to Penn State Integrated Hydrologic Model (PIHM) called
PIHMgis. The tight-coupling between the GIS and the model is achieved
by the development of PIHMgis shared-data model to promote minimum data
redundancy and optimal retrievability. The procedural framework of
PIHMgis is demonstrated through its application to Shaver’s Creek
Watershed located in Susquehanna River Basin in Pennsylvania.
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Authors: Gopal Bhatt, Mukesh Kumar, Chris
Duffy collapse
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8. A Non-Parametric
Classification Strategy For Remotely Sensed Images Using Both Spectral
And Textural Information (Signal
Processing and Pattern Recognition Applications, SPPRA-IASTED, 2005 ) Paper more
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Abstract: A
classification strategy which does not require a priori assumptions
about the statistical distribution of training pixels in each class is
proposed. This method uses an indicator kriging approach in feature
space to classify remotely sensed images incorporating both spectral
and textural information of bands. Texture information is used only in
cases where spectral information is not sufficient to resolve the
assignment of the pixel to a class. Application of the proposed
methodology on a remotely sensed natural scene shows an improvement in
the overall classification accuracy with respect to the case when the
scenes are classified by the traditional supervised Gaussian maximum
likelihood classification (GMLC) method using either spectral band only
or using both spectral and textural bands. A marked improvement in
classification accuracy is obtained particularly for the classes for
which the GMLC’s assumption of multivariate normal distribution of
training pixels in a class fails miserably.
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Authors: Mukesh Kumar, Doug
Miller collapse
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9. Automated
Detection
and Spatio-Temporal Classification of Semi-Arid Channel Networks Paper more
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Abstract:
Identification of the spatial distribution of ephemeral, intermittent
and perennial channel networks over large ungauged basins in semi-arid
regions is an important step for hydrodynamic simulation, landscape
evolution and riparian vegetation dynamics, and calibration of
watershed models. This paper describes an automated method for
detection of stream channels and their classification into ephemeral,
intermittent and perennial reaches using ASTER Level 1B remote sensing
data. The methodology involves calculation of normalized difference
water index map of the area of interest followed by bi-level uni-modal
thresholding to obtain the wet channel network. This step is repeated
over a registered set of multi-temporal images followed by application
of a change-detection algorithm to obtain a classified map of the
channel network with reaches of different water retention time scales.
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Authors: Mukesh Kumar, Gopal
Bhatt,
Peter Beeson, Chris Duffy collapse
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10. Detecting
Hydroclimatic Change Using Spatio-Temporal Analysis of Time Series in
Colorado
River Basin (Journal of Hydrology, In Press) Paper more
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Abstract: It is
generally accepted that the seasonal cycle of precipitation and
temperature in cordillera of the western
US exhibits a north–south pattern for annual, interannual and decadal
time scales related to largescale
climate patterns. In this paper we explore these relationships, with
special attention to the role of
local and regional physiographic, hydrogeologic and anthropogenic
conditions on low-frequency climate
and terrestrial response modes. The goal is to try to understand the
spatio-temporal structure in historical
precipitation, temperature and streamflow records (P–T–Q) in terms of
climate, physiography, hydrogeology,
and human impacts. Spatial coherence in time series is examined by
classification of factor
loadings from principal component analysis. Classification pattern of
P–T–Q stations indicate that local
physiography, the hydrogeology, and anthropogenic factors transform
atmospheric forcing and terrestrial
response into unique clusters. To study the temporal structure,
dominant low-frequency oscillatory
modes are identified for a region from historical P–T–Q records using
singular spectrum analysis.
Noise-free time trajectories are reconstructed from the extracted
low-frequency modes (seasonal–decadal)
for each contributing watershed area corresponding to streamflow
observation stations, and the
phase–plane plots are obtained. Together, the spatial classification
and phase plane provides a means
of detecting how large-scale hydroclimatic patterns relate to major
landforms and anthropogenic impacts
across the CRB. The main result of this paper is that resolving the
relative impact of basin-wide patterns
of climate, physiography and anthropogenic factors (irrigation, dams,
etc.) on runoff response can be a
useful tool for detection and attribution for each source of
variability.
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Authors: Mukesh Kumar, Chris
Duffy collapse
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