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Jazuri
obtained his bachelor degree in Civil Engineering in 2001 from
Universiti Teknologi MARA, |
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Sangdo An is
graduate student in Civil Engineering at Colorado State
University. He is currently studying PhD in hydraulics. He graduated fromChungbuk National University, South Korea in 2001 with a MS degree in Hydro-system Engineering. Since 2002, He has been working for Korea Water Resources Corporation (K water), which is establishing an integrated water management system focused on water utilization and flood control. At K water, he usually did detailed design and 3D numerical analysis for multi-purpose dam. He is now interested in turbidity flow analysis using various numerical models. Recently, high turbidity flow became a big issue in Korea because the turbidity effects into several parts badly such as fishery and sightseeing, and water treatment. The Imha reservoir is the worst reservoir which has a high turbidity problem in Korea. Sangdo is going to establish the Turbidity Flow Simulation System using various numerical models for Imha reservoir for his dissertation. |
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Tristen is pursuing a Master’s in Hydraulic Engineering at Colorado State University. He received his Bachelor of Science degree in Civil Engineering from the University of Minnesota Duluth in 2019. In his free time, Tristen likes to mountain bike, hike, camp, and travel to new places. Tristen’s research is to evaluate geomorphic changes within the Montaño Reach of the Middle Rio Grande, which extends from Montaño Road in Albuquerque, NM to the Isleta Diversion Dam in Bosque Farms, NM. Using topographic data, a 1D HEC-RAS hydraulic model was created to relate hydraulic conditions (velocity and depth) to suitable habitat for the endangered Rio Grande Silvery Minnow. The hydraulic model results paired with aerial imagery are used to generate habitat maps – A map showing the areas of available habitat for each life stage of the Silvery Minnow. Tristen’s research will be used to help with conservation efforts for the Silvery Minnow. |
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I am a Ph.D. student from Bekasi, Indonesia. I obtained my Bachelor degree in Civil and Environmental Engineering from Universitas Gadjah Mada, Yogyakarta, Indonesia in November 2013. Before he started his Master Degree, I did an internship for 6 months with a national contractor in Indonesia about a construction of a floodway tunnel in Jakarta to reduce the flood damage in the region. Then, I obtained my Master degree in May 2016 from Colorado State University. I am interested in hydraulic engineering, river engineering, flood control and water resources management. The
Sidoardjo mud flow is a disaster that started on
May 29, 2006 at drilling point of Lapindo Brantas Inc.
at Sidoarjo, East Java, Indonesia. This mud
flow acts like a mud
volcano and spouts a volcanic mud from
under the earth surface. Until
March 22, 2007, the
mud flow has drown at least 650 ha and caused many
resident to evacuate based on data from the National
Mudflow Disaster Management Team. The mud flow is
predicted to last for at least 30 more years. In recent years, the average discharge
of mud flow is approximately 50,000 m3/day. To mitigate the damage from Sidoardjo mud
flow, the Team took an
action to discharge
the mud to Madura Strait through Porong River. The purpose of this research is to determine the
optimal sediment concentration at Porong River to
maximize the sediment transport capacity of the Porong
River, considering the characteristics of the mud as
non-Newtonian fluid, yield strength, fall velocity and
discharges in Porong River and also propose the
storage management strategies to mitigate the mud
accumulation problem. |
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Tori is
pursuing a master's degree in Hydraulic Engineering at
Colorado State University. She graduated from CSU with
a Bachelor of Science in Chemical and Biological
Engineering in 2017. In her free time, Tori enjoys
training for triathlons, trail running, and spending
time outdoors. |
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Ted
is a
master’s student at Ted is using HEC-RAS, a 1-dimensional hydraulic model, to determine the water surface elevation profiles for the Bosque reach of the Middle Rio Grande. His analysis includes simulations for 25 flow discharges varying in increments of 200 cfs up to 5,000 cfs. This analysis is to provide a better understanding of the historical overbanking throughout this reach. To achieve this, Ted is repeating his analysis with four different bed geometry conditions based on HEC-RAS model geometries for 1962, 1972, 1992, and 2002. These HEC-RAS models, in conjunction with aerial photographs analyzed using a GIS, will aid in his analysis. A total of 100 different hydraulic simulations will be completed to be analyzed in his reach report. |
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Brianna Corsi is pursuing a master’s degree in Hydraulic Engineering at CSU. She completed a bachelor’s degree in Environmental Engineering at CSU in 2017 before starting her work as a Hydraulic Engineering Consultant at Ayres Associates in Fort Collins, CO, where she became a licensed PE. She returned to CSU as a graduate student in 2021 to pursue her interest in river mechanics, sediment transport, and riverine ecology. Brianna
is teaming with Chelsey Radobenko to evaluate geomorphic
changes within the Bernalillo Reach of the Middle Rio
Grande, which extends from HWY 550 in Bernalillo downstream
to Montaño Road in Albuquerque. The goal of the project is
to relate hydraulic conditions to suitable habitat for the
endangered Rio Grande Silvery Minnow and to evaluate changes
in habitat availability over time. As part of their
research, Brianna and Chelsey are using historical aerial
imagery and topographic data to develop a 1D hydraulic model
using HEC-RAS. Results from the model are then exported into
ArcGIS Pro to spatially evaluate habitat availability for
each of the minnow’s life stages.
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Susan
received her B.S. in Food, Agricultural and Biological
Engineering from The Ohio State University in 2005. In 2006
she began working for Mussetter Engineering Inc., now Tetra
Tech, in Fort Collins, Colorado. She has been working
part-time towards completing her M.S. in Hydraulic
Engineering under Dr. Julien at Colorado State University.
She was granted her Professional Engineering (PE) license in
June 2011. In her free time Susan enjoys running, snow
skiing, traveling and spending time with her husband and two
feisty sons. Her
work at Tetra Tech has included various modeling tasks on
the San Joaquin River in support of the San Joaquin River
Restoration Program since 2007. These models include
updating one dimensional step backwater models from HEC-2 to
HEC-RAS for large scale analyses as well as using RAS 2D and
FLOW 3D models for more detailed hydraulic analyses to
support the design of structures to improve fish passage.
Her most interesting work on the river includes sediment
transport modeling using HEC 6T and HEC RAS mobile boundary
models considering the impressive amounts of subsidence the
SJR experiences. Her research for her Plan B tract of the
River Restoration/Hydraulic Engineer M.S. program at CSU is
related to the impacts of subsidence on the sediment
transport in the San Joaquin River system. |
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Sydney Doidge is a Hydraulic Engineering Master's student at Colorado State University. She completed her Bachelor's degree in Civil Engineering at Arizona State University in 2018. Sydney's research is focused on understanding morphologic changes on the Middle Rio Grande.
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Estimates of extreme floods and probabilities are
needed for hydrologic engineering and dam safety risk
analysis. Physically-based, distributed watershed models are
used
as
an avenue to estimate extreme floods, and as a basis to
extrapolate frequency curves. This research focuses on applied
hydrology and hydraulics of extreme floods on large watersheds. The main elements of this research include improving and using a
two-dimensional, physically-based rainfall-runoff model (CASC2D)
to estimate extr
eme
floods and probabilities for dam safety on a large (12,000 km2)
watershed, the Arkansas River above Pueblo, Colorado. New
tools have been
developed, including a channel mesh generator, so the model can be
applied at this scale. The main research goals are to:
demonstrate that CASC2D can be used to simulate extreme floods on
large watersheds; and add new process components, including
extreme storms and initial conditions, so that CASC2D can be used
to develop a flood frequency curve. In addition, we are
conducting sensitivity studies to examine: the spatial
distribution of storm rainfall with area and elevation; storm
duration; initial soil saturation; and channel floodplains; and
their effects on the model flood frequency curve extrapolation,
hydrograph shape, timing, peak and volume. CASC2D is appropriate for simulating extreme floods and physically-based extrapolations of frequency relationships, combined with a derived distribution approach. CASC2D can be successfully used to model extreme floods based on observations of extreme rainfall (from both rain gage networks and weather radar) for large watersheds. Images show the Arkansas River Watershed DEM for CASC2D, and predicted water depths for the watershed. Ongoing research focuses on the storm transposition concept and linkages with radar. |
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Caitlin is a Master’s student studying hydraulic engineering at Colorado State University. She obtained her Bachelor’s degree in Ecological Engineering from Oregon State University in 2019. She is most interested in a career in stream restoration or river engineering. Caitlin’s research has been focused on determining where critical habitat is along the Rio Grande for an endangered species of fish known as the Silvery Minnow. Currently, her work has focused on assisting with the creation of a process linkage report between Isleta and San Acacia reaches. This report will draw connections between geomorphology, morphodynamics, hydrology, and biology that can be used to define suitable habitat for the Silvery Minnow.
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Noah
Friesen is a Masters student in the hydraulics and river
mechanics program at CSU. After getting a BS in Civil
Engineering in 2005 from CSU, he returned for graduate school in
the spring of 2006. He spent the summer of 2006 in Las Vegas,
Nevada working at the Desert Research Institute, which is the
research branch of the University of Nevada system. He worked with Dr. Jennifer Duan on a project funded by the Army Corps of Engineers. The Las Vegas valley is extensively urbanized, but has little natural drainage. Although the region is extremely dry, storms that do occur can be very intense and of short duration. Also, the close proximity of mountains creates alluvial fans that increase the runoff from a storm even more. This results in high discharge, high velocity flows through the city. To help control this flow, a network of concrete drainage channels has been built. These channels are either rectangular or trapezoidal around 3-4 meters wide. The slopes range from 1 to 4 percent. Thus during high flows the flow enters the supercritical regime, with Froude numbers up to 4. The work that he has done is based on a theoretical analysis of unsteady flow at supercritical velocities. Noah is looking at wave height and celerity for different conditions to help draft design guidelines for the construction of the drainage channels. Adding freeboard on top of design flow depths can significantly increase the cost of a channel, and so a more exact idea of how much freeboard is needed would be helpful. |
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Research: TREX-SMA: A Multi-Event Hybrid Hydrologic Model Applied at California Gulch, Colorado The TREX overland flow model is limited in temporal scope because no accounting is made for return flow from infiltrated water. James has used techniques from the National Weather Service River Forecast System's Sacramento Soil Moisture Accounting (SAC-SMA) program to create a conceptual soil moisture routine for the TREX model. By accounting for the soil moisture recovery and return flows, the new model will bridge the gap between major runoff events and allow for mid- to long-term hydrophysical modeling. As part of this effort, James is experimenting with different data management and visualization techniques to improve and speed comprehension of the model results. In other research, James updated a legacy model for use by the Albuquerque office of the U.S. Bureau of Reclamation (USBR) to predict the bed aggradation/degradation response to imposed channel width changes along the Rio Grande. The new model produces animations of longitudinal bed degradation and aggradation. Claudia Leon, a former member of this research group developed the original program using MATLAB 4.0. With all of his projects, James works to modernize codes, improve organization of data and data access, and create visualizations which reveal details not readily observed from raw data inputs and outputs. |
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Corinne Horner is currently a Masters student in Hydraulic Engineering at CSU. She completed her Bachelor’s degree in Environmental Engineering at University of Portland in 2015. She is primarily interested in the intersection of ecology and engineering in riverine ecosystems and river restoration. Corinne’s research is currently focused on the suitability of aquatic habitat within the Middle Rio Grande for the remaining populations of the Rio Grande silvery minnow. Her goal is to develop, test, and apply an index of suitability in order to pinpoint the areas within the Escondida reach the Rio Grande silvery minnow have the highest chance of survival. In her free time, Corinne is an avid rock climber and outdoor enthusiast. |
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Un Ji was a PhD student of the hydraulic engineering program in Civil Engineering at Colorado State University (CSU) and she came from Korea. She graduated from Myoungji University in Korea with a BS and MS degrees in Civil and Environment Engineering. In Korea, she worked for several research projects, during the graduate course, such as the experimental and numerical studies and field works related to hydraulics, hydrology and water management. Also, she has been studying the sediment transport, river mechanics, river rehabilitation, fluvial geomorphology etc in the hydraulic engineering program at CSU. The Nakdong River in South Korea has a basin area of 23,326 km2 and the estuary barrage is located at the end of the river to reduce salt-water intrusion in the estuary and prevent a large flood due to high tides. The channel of Nakdong River was designed to convey a design flood of 18,300 cubic meters per second. The estuary barrage impacts the Lower Nakdong River in the following fields: hydraulics, hydrology, sedimentation, water-quality and stream ecology. Especially, because of the construction of the barrage, the Lower Nakdong River has experienced sedimentation problems requiring dredging operation annually. The primary purpose of the dredging operations is to maintain the conveyance capacity of the channel in the event of a large flood combined with high water levels during high tides. The recent historical record shows dredging volumes of about 400,000 cubic meters of dredged material per year. The material dredged is primarily non-cohesive very fine sand. Un Ji has been working for the computer modeling to evaluate the sediment depositions on the upstream of the estuary barrage and determine the flushing time and the possible lowering of water levels at the barrage to remove the sediment deposition without dredging operation. The computer model is a one-dimensional unsteady flow and sediment transport model. |
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CASC2D framework has been developed since 1991 by Dr. Julien and his students. CASC2D is the numerical integrated surface hydrology and sedimentation program. Additionally, it can provide the runoff and sediment transport movies with time series. My focus area is the snowmelt processes in watershed. So, I am developing the snowmelt algorithms based on energy and mass balance equations, and add it into CASC2D framework. I will show hourly, daily, and monthly snowmelt processes in California Gulch. California Gulch in Leadville, CO has been hard mining area. Furthermore, California Gulch has the significant runoff during snow melting season. The goal of my research and thesis will to represent snowmelt procedure in California Gulch, and compare the simulated hydrographs with the measured hydrograph. Master thesis will be done at the end of July about the watershed snowmelt modeling in CASC2D. |
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I am a Ph.D. candidate in Civil Engineering, and I got a masters degree at CSU in 2014. (“Reactive transport modeling of nutrients in arctic tundra streams”) I did a project funded by K-water from Korea . The goal of the project was estimating the sediment yield for ungauged watersheds in Korea. My dissertation is developed from Korean project and it is focusing on relationship between Specific Degradation (SD) and watershed characteristics with GIS analysis. Specifically, the SDs (with MEP and FD-SRC) from stream are relatively higher than one of river. It suggests that upland erosion occurs in the upstream watershed and the sedimentation is deposited during transfer to downstream. Various watershed characteristics (hypsometric analysis, flood plain analysis, regression analysis) are considered to explain this result. |
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Hwayoung Kim is a graduate student of
hydraulics in Civil and Environmental Engineering Department at
Colorado State University. He is currently working on a doctoral
program with Dr. Julien since 2013 and has more than 20 years of
civil and environmental engineering experiences. He has worked
for Korea Water Resources Corporation (K-water). Since he joined
in K-water, he has had various engineering experiences such as
planning and managing of Four River Restoration Project,
operation and management of the multipurpose dam and weirs, and
investigation and planning of water resources, etc. In addition,
he had experiences related in water supply, he attended and
managed planning, construction, operating and maintenance of
block system (or Smart Water Grid) in water supply system.
During his works, he especially developed a valve and had a
patent on a new device; “Vertical type Snap Tap with saddle for
water works (in 2008, Korea)”; which is related on water works.
And he received The President Achievement Award for the
development of riverside in 2011. Dissertation Research: Optimization of Sangju weir Operation with viewpoint on the erosion and sedimentation problems. Hwayoung is interested in the optimization of reservoir operation with erosion and sediment issues. The Korean government completed the Four River Restoration Project (FRRP, 2009~2013) in which 16 weirs and three multipurpose dams were constructed. However, after construction, erosion and sedimentation problems have been taking place upstream and downstream of some hydraulic structures. The sedimentation problem is one of the most interesting topics for government engineers because they have to allocate the dredging budget required for river management. Researchers and engineers in Korea have been trying to find countermeasure for these problems. Hwayoung is trying to apply optimization techniques like the Multi-Criteria Decision Analysis (MCDA), in addition to traditional reservoir sedimentation methods. He selected the Sangju weir basin as a research area which is located in the upper part of the Nakdong river basin in Korea. His research area includes three main tributaries, Naesung-cheon, Young-gang and Nakdong-River, including three multipurpose dams, Andong, Imha and Youngju multipurpose dam, and it has 7,407km2 of drainage area. Through this research, he seeks to find an optimal solution for the management of erosion and sedimentation problems. |
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Journal of Hydraulic Hyeon-sik Kim is a graduate student of the hydraulic engineering program in Civil Engineering at Colorado State University (CSU). He completed his MS in 2006. He came from South Korea and graduated from Chonnam National University, Kwangju in 1992 with a BS in Civil Engineering. He has been working for Korea Water Resources Corporation (KOWACO), which is establishing an integrated water management system focused on water utilization and flood control. In KOWACO, He worked on various flood control, multi-purpose dam management, Investigation project of river basin, and hydrology and hydraulics research projects. He is a Licensed Professional Engineer in South Korea. He is interested in stream rehabilitation and sediment transport The Imha Multi-purpose Dam, constructed at 18 km upper point from the start of Banbyeon stream, which is the first tributary stream of the Nakdong River, is a rockfill type dam that is 73 m in height, 1,361 ㎢ in catchment area and has a storage capacity of 595 million ㎥ with a flood control capacity of 80 million ㎥. The construction of this Dam began in December 1984 and was completed 7 years and 6 months later in May 1992. Imha dam has some problem, which is the inflow of turbid water in reservoir, since it’s construction. Especially, Nephelometric Turbidity Units (NTU) in Imha reservoir increased dramatically by the typhoons “RUSA” in 2002 and “MAEMI” in 2003. The maximum NTU is recorded by 1221 in 2003. Hyeon Sik will take the analysis of the Soil Loss quantity in Imha watershed using the Revised Universal Soil Loss Equation (RUSLE). He will look at the causes and alternatives of the turbid water in this area. |
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In South Korea, rainstorm patterns are rather unique with short duration and very high intensity. Landslides or debris flows in mountainous areas due to heavy rainfall tend to increase. During the past 10 years, typhoons Rusa (2002) and Maemi (2003) and series of rainfalls on July (2006) severely impacted the Korean peninsula. The daily maximum rainfall in 2002, 2003, and 2006 were 870.5 mm, 289.5 mm, and 255.5 mm respectively. The amount of damage in 2002, 2003, and 2006 was 5.1 billion dollars, 4.2 billion dollars, and 1.8 billion dollars and the number of people dead for each year were 246, 131, and 52 respectively. The research on disaster prevention needs to be developed further in South Korea. The new computer modeling technology for extreme flood will be very beneficial to the people of South Korea. The modeling picture using TREX (Two-Dimensional Runoff Erosion and Export) shows the predicted water depth in Inje area in Gangwon-do. Jaehoon Kim completed BS and MS degrees in Forest Resources at Yeungnam University. He is studying in computer modeling of TREX to evaluate the runoff and sediment depositions on mountainous stream area. |
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Nick Koutsunis is a Hydraulic Engineering Master's student at Colorado State University Climate change has moved to the forefront of conversation in recent years. Nick is studying the impact of climatic changes on downstream hydraulic geometry and its influence on flood hydrograph routings. To complete this analysis, Nick analyzed the Julien-Wargadalam equations with respect to the expected future increase in dominant discharge as a result of climate change. These relationships were then applied to the Muskingum-Cunge hydrologic routing method. Application was made to the Bluestone Dam watershed to determine the impact that these changes would have on the routing of the Inflow Design Flood. |
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Kristin LaForge is pursuing her Master’s degree in Hydraulic Engineering at CSU. She completed her Bachelor’s degree in Biology in California at Cal Poly San Luis Obispo in 2013. She is interested in how the mechanics of rivers interact with the health of riparian ecosystems and fish habitat. Kristin’s research is focused on using aerial photography to analyze silvery minnow habitat to see how it changes temporally and spatially throughout the Middle Rio Grande. Subreaches within the study area can be compared over time by attributing habitat quality scores to different habitat types such as shoreline complexity, backwater, and side channels. This analysis can provide insight into what types of habitats silvery minnows survive best in.
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Kennard is currently a Masters student pursuing his degree in Hydraulic Engineering. Originally from Kuala Lumpur, Malaysia, Kennard obtained his undergraduate degree in Environmental Science from Iowa State University in May 2012. He is interested in environmental river mechanics, flood and stormwater management. During Summer of 2015, Kennard obtained an internship with Larimer County Engineering Department. He is also an active member of Engineers without Borders and American Society of Civil Engineers (ASCE) here at CSU. During his free time, he spends time with his dog and enjoys the outdoors. Kennard's research interest is in the Flood management of Klang River watershed in Malaysia, particularly the effects of the SMART Tunnel outflow on the Kerayong River. The Klang River watershed is where Kuala Lumpur, Malaysia's capital city is located and is highly affected by urbanization and development. The low lying region combined with tropical monsoon and land use changes, the watershed undergoes a shift in time of concentration, increasing the risk of flooding. The alleviate flooding, the city constructed the Stormwater Management and Roadway Tunnel, a dual purpose tunnel to divert stormwater away from the critical areas to the outlet, which is the Kerayong River. Kennard will be conducting a hydraulic analysis of the effects of the stormwater discharge on the downstream portion of the Kerayong by modeling the river using HEC-RAS during storm events. He will be analyzing the water surface profile, channel discharge and their effect on the channel morphology. |
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Amanda
completed
her masters degree in hydraulics. She is originally from
Tea, SD and received her undergraduate degree from the University
of Nebraska-Lincoln in
May
of 2006.
After
years of living on the plains, her favorite part about living in
Colorado is seeing the mountains every day. Hydraulic Modeling Analysis Channelization and dams placed along the middle Rio Grande River have caused changes in the morphology of the river. An understanding of the historic and predicted future conditions on the river is important for continued maintenance of the river by the Bureau of Reclamation. The Bureau of Reclamation office in Albuquerque, NM has commissioned a number of studies along the middle Rio Grande River to aid in understanding and maintenance of the river. The study reach is 19-miles long and stretches from Escondida, NM to San Antonio, NM. Changes is channel width, cross-sectional area, mean bed elevation, water surface elevation, sinuosity, width/depth ratio, planform geometry, discharge, suspended sediment, etc. will be evaluated using programs such as ArcGIS, HEC-RAS, GeoTool, as well as other programs. Equilibrium conditions for slope and width will also be predicted using a variety of methods. An analysis of the floodplain and bedforms present in the reach was added to this report. The location and degree of inundation of the floodplain will be evaluated using aerial photography and HEC-RAS. An inventory of historic bedforms will be compiled and cjiuncivil@gmail.comompared with predictions based on channel and flow characteristics. |
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Kyoung-mo
Lim is a graduate student of hydraulics in Civil Engineering at |
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Olga Martyusheva obtained her
Bachelor of Science degree in Civil Engineering in May 2013 from
Washington State University. The topic of the technical report is on Smart Water Grids. The total availability
of water resources is currently under stress due to climatic
changes, and continuous increase in water demand linked to the
global population increase.
A Smart Water Grid is a two-way real time network with
sensors and devices that continuously and remotely monitor the
water distribution system. Smart water meters can monitor many
different parameters such as pressure, quality, flow rates,
temperature, and others. Current distribution systems have large
leakage rates. However, Smart Water Grids cannot substitute for
basic water infrastructure. The interface of Smart Water Grids
with natural systems such as rivers, lakes, and reservoirs is also a key
component of a “smart” approach to the use of water resources. These natural
components are subjected to climate variability and single
events can disrupt daily operations. Deep understanding of the
network vulnerability and preparedness for disaster prevention
may also contribute to the “smart” reputation of water
distribution systems. |
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Patrick Ndolo Goy received his bachelor degree in Civil Engineering with distinction from the University of Kinshasa, DR Congo, in 2006. After he graduated, he was appointed deputy chief of staff of the Materials and Soil Mechanics laboratory of the University of Kinshasa for which he conducted more than one hundred major geotechnical studies in DR Congo, Rep. of Congo, and Burundi. From 2009 to 2012, he helped teach 3 classes as Teaching Assistant (Soil mechanics, hydrology and hydraulic classes). As member of the Nile Basin Initiative Network for DR Congo, Patrick was involved in the implementation of the Decision Support System of the Nile Basin between 2008 and 2011. He was awarded a Fulbright Scholarship from State Department in 2013 to complete a Master’s degree in Hydraulics and River Mechanics at Colorado State University. After completing his Master’s degree, Patrick is planning in enrolling in PhD program in Hydraulic engineering. The N’djili River basin (2,097 km2) which provides about 60% of the drinking water demand of the Kinshasa City (Dem. Rep. of Congo) faces increasing watershed degradation from agricultural practices like burning, informal settlements and vegetation clearance resulting in increasing of suspended sediment load in the N’djili River for the last three decades. My research seeks to understand the effects of land use/cover changes on erosion, sediment yield and the turbidity for the N’djili River Basin. The Revised Universal Soil Loss Equation model has been implemented in an ArcGIS based framework to: (1) predict the annual average soil loss rate at the basin scale; (2) map the soil erosion rates on the entire basin for different land cover and land use scenarios; (3) estimate the sediment delivery ratio and the sediment yield at the water intake of the N’djili water treatment plant; (4) assess the impact of wildfire on the turbidity of the N’djili River; and suggest Best Management Practices for the land use to reduce the total suspended solid rate to acceptable level in the N’djili river basin in order to reduce considerable economic losses due to the disruption of water utility operations and the high cost of chemical water treatment. |
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Middle
Rio
Grande Database The Rio Grande Database was compiled as part of the work of PhD. Student, Claudia Leon in her study of the Middle Rio Grande in 1998. The database consists of measurements of discharge data, channel characteristics, and sediment data for the bed and water. The data for this project was obtained through the USGS and USBR and was used in numerous Hydraulic Modeling reports written for the USBR by CSU graduate students. The reach under analysis stretched from Cochiti Dam to the San Acacia Diversion Dam. This area is still under study for biological, hydrological, and geological changes. The purpose of this project was to update this database with the most recent possible data, using sources such as the U.S. Bureau of Reclamation office, U. S. Geological Survey, and the USBR reports. The data, analyses for each reach studied in the Middle Rio Grande, and the reports themselves were organized into an interactive database DVD that can be accessed like a webpage. Through this, it is possible to view analyses from each reach of the Rio Grande, each report, and the theses and dissertations written by the students who have worked on this project for the past several years. Currently working for K-Water in Daejon, South Korea. Hydraulic Modeling Analysis The middle Rio Grande River is one of the most historically studied rivers in the US. Changes to the river due to the installation of several dams and channelization has led the US Bureau of Reclamation in Albuquerque, NM to commission hydraulicshahfairbank@csupomona.edu summaries of several reaches in the river. The reach studied in this analysis is 10-miles long, stretching from Cochiti Dam to Santo Domingo, NM. The morphology of this reach is being studied for changes in the cross-section, width, mean bed elevation, water surface elevation, sinuosity, width/depth ratio, planform geometry, discharge, suspended sediment load and concentration, etc. GIS, HEC-RAS, Geo-Tool, and other programs are being utilized in this study. Expected results are similar to those discovered by the other reaches downstream of the dam. This reach should experience magnified changes, however, since it is immediately downstream of the dam. The bed will have degraded, armored into a gravel-bed river; the sediment concentration and load will be much smaller now since the dam is releasing nearly clear water. The width has narrowed and the width/depth ratio has decreased. Since the dam upstream is controlling the discharge, peak flows have probably been drastically reduced to control flooding. This analysis will be finished by the end of the summer with the thesis defense in the fall of 2005. |
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Aaron received a B.S. in Environmental Resources Engineering at Humboldt State University (HSU) in Arcata, California in Fall 2006. His studies included water quality, water resources, open channel and pressurized hydraulics, building energy resources, salmonid passage fish passage design, and restoration of tidal wetlands. After completing two geotechnical and environmental engineering internships during his summers in undergrad, he accepted a full time position as an environmental engineer at Tetra Tech in Fort Collins, Colorado and has been a full-time employee since 2006. He has been working part-time towards completing his M.S. in River Restoration under the guidance of Dr. Julien at Colorado State University. He was granted his Professional Engineer (PE) license in June 2011. He manages a number of projects at Tetra Tech involving the remediation and reclamation of abandoned mine lands and radiologically impacted sites. He leads the radiation protection field services group for the company; some of his specialties include: construction oversight, statistics of environmental monitoring, hydrologic and hydraulic modeling, advanced GIS mapping and analysis, geostatistics, characterization of soils using innovative techniques, and radiological site characterization. He has presented at four international conferences on topics including probabilistic distributions of gamma radiation data, statistics of environmental monitoring, radiological site characterization, and characterization of abandoned uranium mines. He is completing his final semester at CSU and expects to graduate in December 2015. In his free time he enjoys disc golf, hiking, scuba diving, and traveling. His research under the Plan B
tract of the River Restoration/Hydraulic Engineering M.S.
program at CSU is related to a project he has been working
on since 2010- the Riley Pass Abandoned Uranium Mine located in
the Custer National Forest in Harding County, South Dakota. The
US Forest Service is the federal land manager responsible for
the cleanup of this site, which is contaminated with heavy
metals and radionuclides from Cold War era strip mining. Mr.
Orechwa has designed sampling plans and performed numerous
sampling trips in order to comprehensively characterize the mine
waste for reclamation design. His final research paper consists
of a soil contaminant mapping, hydrologic analysis, hydraulic
analysis, and soil loss mapping at Riley Pass. The first portion
of the research involves characterization of contaminants of
concern in surface soils using double sampling in situ
measurement techniques. Utilizing HEC-GeoHMS and
HEC-GeoRAS, Aaron is conducting hydrologic and hydraulic
analyses on two major watersheds and ephemeral gullies where
erosion and sediment transport is a major concern. The results
from the hydrologic and hydraulic analysis will be used to map
the floodplain for design storm events. Soil loss rates will be
estimated over these same areas using a GIS application of the
revised universal soil loss equation (RUSLE). Finally, the
contamination data and soil loss rates will be used to analyze
potential loading of heavy metals and radionuclide being
transported from the site. |
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Research Focus Areas :
2. Develop methodology to cope with climate change and sea level rise. The framework contains: a. datum adjustments b. total water levels c. scenario develpments d. performance thresholds and vulnerability assessment |
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Tracy is a Masters student at Colorado State University, majoring in Hydraulic Engineering. She obtained her Bachelor of Science degree in Civil and Environmental Engineering in 2006 from The University of Vermont. Hydraulic Modeling Analysis: The middle Rio Grande River is one of the most historically studied rivers in the US. Changes to the river, due to the installation of several dams and channelization, has led the US Bureau of Reclamation in Albuquerque, NM to commission hydraulic summaries of several reaches in the river. The Elephant Butte Reach, studied by Tracy, is about 30 miles long, stretching from the southern boundary of the Bosque del Apache National Wildlife Refuge to Elephant Butte Reservoir in New Mexico. HEC-RAS modeling of the reach is being performed using cross-section and planform geometry, flow discharge and hydraulic geometry. A channel analysis will examine the relationship between hydraulics, hydrology, sediment loads, reservoir levels, and the ensuing effects on a river system like the Rio Grande. Comparisons will be made between the various years to see if any trends exist. Elephant Butte Reservoir levels over time will be analyzed, along with historical rates of riverbed aggradation and degradation along the reach. |
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Marcos Palu is currently a PhD student in Civil Engineering at CSU. He received his Bachelor’s in civil engineering and Master’s degree in hydraulic engineering from Federal University of Paraná in Brazil. He has experience with design of hydropower plants and hydraulic structures in Brazil and other countries. He is a researcher from the National Council for Scientific and Technological Development (CNPq) Brazil. His
research is related with the flood wave caused by the failure of
the tailings dam. He
is studying the flow features and the hyperconcentrations
effects in Doce River in Brazil, caused by the Fundão Tailings
Dam failure in November of 2015. |
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Kiyoung
Park is a graduate student of hydraulics in Civil
Engineering at Colorado State University. He is currently
studying PhD in hydraulics.
After graduating from Kyongbuk National University in 1997,
he has been working for Korea Water Resources Corporation
(K-water). In Kwater, he operated 16 multi-purpose and 14
water supply
dams from the Water Resources Operations Center(WROC)
which is the only specialized water management
organization in Korea. He is interested in the causes and counter-measures of channel plugs in alluvial rivers. In the past, several plugs occurred around Bosque del Apache Reach in the Middle Rio Grande River, NM and resulted in water-supply and wild-life habitat problems. Through his research, he is finding out the complicated plug formation mechanism and sustainable plug alleviation measures, such as channel widening and installing river flow-control structures. As the 4 Major Rivers Restoration Project is going on in Korea and his department (WROC) has responsibility to operate and manage the newly-built 16 weirs after the project, he think it’s so fortunate to apply his research to operating the weirs optimally so that prevent unexpected river plugs, aggradation and degradation. |
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Shukran Sahaar worked with US Army Corps of Engineering (USACE) branch called Afghanistan Engineering District (AED) in Afghanistan on Streamflow Characteristics of Rivers in Southeastern Afghanistan during years 2009-2010. He also worked with National Military Academy of Afghanistan as an Assistant Professor --Hydrology and Hydraulic classes-- (2010 -2011). He was awarded a Fulbright Scholarship from State Department in year 2011. Environmental
assessments shows environmental degradation such as cutting forest
trees as fuel wood, poor grazing practices and
transformation from an agricultural area to open land for
residential purposes. My study area is the Kabul (Indus)
Basin, one of the five major basins in Afghanistan with catchment
area of and elevation variation of 380 to 6080m.
The Kabul (Indus) basin covers 12 percent of the national
territory but alone it drains one fourth of (26 percent) of the
total annual water flow of Afghanistan. |
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Jon
Rainwater obtained his Bachelor of Arts degree in Civil
Engineering in May 2012 from Carroll College in Helena, Montana. While obtaining his bachelor’s degree he worked for
the Federal Highway Administration for almost two years. Hydraulic Modeling Analysis He is studying the middle Rio Grande River in New Mexico, and specifically the five sediment plugs that have developed since 1991. These sediment plugs threaten the levees and present flow conveyance issues that require the dredging of a pilot channel to resume normal operations. Jon is assessing the relevance of eleven hypotheses in describing the sediment plug formation. This analysis will assist the Bureau of Reclamation in managing the conditions that affect sediment plug development as well as maximizing environmental benefits while minimizing the channel maintenance costs. |
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Chelsey
Radobenko (Rasmussen) is pursuing a master’s degree in Hydraulic
Engineering at CSU. She completed a bachelor’s degree in Civil
Engineering at Montana State University in 2016 before starting
her work as a Civil Water Engineer at Merrick in Denver, CO,
where she specializes in hydraulic modelling and whitewater park
design. She started at CSU as a graduate student in 2021 to
pursue her interest in river mechanics, geomorphology, and
riverine ecology. Chelsey is
teaming with Brianna Corsi to evaluate geomorphic changes within
the Bernalillo Reach of the Middle Rio Grande, which extends
from HWY 550 in Bernalillo downstream to Montaño Road in
Albuquerque. The goal of the project is to relate hydraulic
conditions to suitable habitat for the endangered Rio Grande
Silvery Minnow and to evaluate changes in habitat availability
over time. As part of their research, Brianna and Chelsey are
using historical aerial imagery and topographic data to develop
a 1D hydraulic model using HEC-RAS. Results from the model are
then exported into ArcGIS Pro to spatially evaluate habitat
availability for each of the minnow’s life stages.
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Andrew
is currently pursuing his masters degree in Civil and
Environmental Engineering from CSU with an interest in hydraulic
engineering and stream restoration. He received his undergrad degree from Colorado School of Mines in Civil Engineering in 2018 and worked in consulting for stream restoration and water resources engineering before beginning grad school in 2020. Whenever he can, Andrew is outside backpacking in Colorado/Wyoming, trying out new recipes, or wandering around Fort Collins. Hydraulic Modeling Analysis Andrew's research is evaluating geomorphic changes to the Bosque Del Apache reach of Middle Rio Grande through historical arial imagery and topographical data. This information is being used to create a 1-D hydraulic model using HEC-RAS. The goal of this model is to relate hydraulic conditions (velocity and depth) to suitable habitat for the Rio Grande Silvery Minnow at different life stages and understand how its available habitat has changed over time. |
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Atikah
Shafie is working with Department of Irrigation and Drainage In December 2006 and January 2007, southern of Peninsular Malaysia has been hit with series of floods with a high rainfall recorded. The most affected places were Kota Tinggi and Segamat in Johor. Both places had two unusual flood events with more than 100 years return period. The first wave had occurred for 13 days from 19 – 31 December 2006. The floating period was about two weeks before the second storm hit again causing another prolonged flood from 12 – 17 January 2007. It gave the state a devastating flood impact with the highest level recorded reached 2.75m pass the danger level. The level was the highest recorded since 1950. The proposed study is focusing in Johor River Basin with emphasize in Kota Tinggi town area by analyzing the rainfall patterns for the past 5 years in selected stations. Most of the stations in Johor had recently been upgraded to automatic reader and although some of the stations had longer records but most of the data was manually recorded and hence giving a limited accuracy for the short term duration analysis. This study also will consider using HEC-HMS for modeling the basin. However, careful consideration must be made due to the limited on-site information and data availability. A watershed analysis using ArcGIS tools may be applied based on the data available. |
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Seema
Shah-Fairbank completed her graduate studies in Civil
Engineering at Colorado State University. She
completed her MS in 2005 and her PhD in 2008.
She graduated from California Polytechnic State
University, San Luis Obispo in 2001 with a BS in Environmental
Engineering. Prior to attending CSU
she spent 3 years working as a Design Engineer for RBF
Consulting in Storm Water Management. Where,
she worked on various flood control, hydrology and hydraulics
projects. She is a Licensed
Professional Engineer for the State of California.
She completed her MS degree under the guidance of Dr
Pierre Julien in May 2006.
After working
with the Bureau of Reclamation Automated Modified Einstein
Procedure (BORAMEP) for her Masters degree, she decided that there
was opportunity for improving the current Modified Einstein
Procedure (MEP). Her plan is to
develop a reliable and accurate way to determine the applicability
of MEP. This will be
accomplished by developing an improved total load calculation that
will reduce variability and allow calculation in a larger range of
conditions. Validation of the method
will be shown and a computer program will be developed to handle
the complex calculations outlined in the MEP. |
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Young-ho Shin will take the analysis effects on downstream river channel using aerial photographs which
taken before and after dam construction. The study focuses on the
aspect of water, sediment and vegetation interaction in the sand bed channel
where the river flow is regulated by upstream dams, in order
words, hydro-geomorphologic changes in a sand bed channel and thus
vegetation expansion on the sandbars in the channel by changes in
the flow regime. The study area is the Nakdong River in Korea.
This river
is the longest river in South Korea with its river length of
506km. The basin area of the river is 23,394km2, the second
largest after the Han River (32,200km2). It locates in the south
east of the Korean Peninsula and generally the river flows from
north to south. The riverbed is composed mostly of sands except in
the far upstream in the mountain area where it is composed of gravel and cobble. In the river basin,
dams have been built since 1970’s starting from the Andong Dam in
1976. Since then, more major dams including the Imha Dam (completed in 1991)
and Hapcheon Dam (completed in 1988) have been built for flood
control, water supply and hydroelectric power generation. Also,
estuary barrage which is located at the end of Nakdong River have
been built to reduce salt-water intrusion and prevent a large
flood due to high tides. |
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Joshua
is pursuing a master's degree in Hydraulic Engineering at Colorado
State University with a focus in stream restoration and
remediation. He also received his Bachelor's of Science from Colorado State University in Civil Engineering. In his free time, Joshua rock climbs, skiis, hikes, and travels. Hydraulic Modeling Analysis Currently, Joshua is analyzing the Elephant Butte reach of the middle portion of the Rio Grande River in New Mexico from Bosque Del Apache Wildlife Refuge to Elephant Butte Reservoir. The purpose of the analysis is to study the morphodynamic processes of the river to understand how the river is reacting to different human alterations; channelization, mowing operation of the banks, dams, etc. This is done using HEC-Ras, ArcMap, and known physical equations to help better understand the river's characteristics. With this data analysis he is then compiling everything to model and determine suitable habitat for the MRG's endangered Silvery Minnow over time. This analysis will be used to help with conservation efforts for the Silvery Minnow. |
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Andy Steininger is a master’s degree candidate studying hydraulics and hydrology in the Civil and Environmental Engineering Department at Colorado State University. He earned a BS in physics from Fort Lewis College in 2005. 12 years as a raft guide and kayaker have provided the necessary interest in river and watershed issues to pursue a degree in civil engineering. In recent years much interest has developed in two-dimensional modeling of dam failure and flood wave routing. Andy is currently applying the TREX two-dimensional watershed model to dam break and flood wave scenarios to ascertain the model’s range of applicability to these types of events. The Environmental Protection Agencies super fund site in California Gulch near Leadville Colorado is being used as the site for these model simulations. |
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Soo
Huey graduated from University of Hawaii at Manoa with a Bachelor
of
Science degree in Global Environmental Science and a Minor in
Geology and Geophysics. She
completed her Masters at the University of Iceland's School
for Renewable Energy Science (RES) in Akureyri. Her Master’s
thesis
was supported
by the Tenaga Nasional Berhad, Malaysia’s largest electric utility
company, and co-supervised
by Pierre Julien at CSU and Lariyah Mohd Sidek at UNITEN in
Malaysia. Her research was on soil erosion modeling for
hydropower development at Cameron Highlands, Malaysia.
Uncontrolled deforestation and indiscriminate land clearing for
agricultural and housing development resulted in widespread soil
erosion over the land surface of Cameron Highlands leading to
sedimentation of the rivers and Ringlet Reservoir. Her thesis
presented results of a GIS-based analysis of the mean annual
soil loss rate using the RUSLE model for the Upper Catchment of
Cameron Highlands for the years 1997 and 2006. The results of this
thesis will be beneficial for the proposal of a sediment
mitigation plan to solve the sedimentation problem at Ringlet
Reservoir, Cameron Highlands. She is currently working as a
Programme Associate at the United Nations University Institute for
Sustainability and Peace (UNU-ISP) in Tokyo, Japan. |
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Unmanaged
release of contaminants from upland source areas, their transport
across the land surface, and delivery to stream networks can have adverse water quality and ecological impacts. Examples include watershed transport of acid mine drainage (AMD) and metals from mining areas, metals and organic chemical transport from military training ranges, total maximum daily load (TMDL) sites. Chemical releases cause or contribute to elevated chemical concentrations in water and have toxic effects on aquatic organisms. The U.S. Environmental Protection Agency (USEPA), the U.S. Army Corps of Engineers (USACE), and others need quantitative tools to evaluate watershed contaminant transport and to provide a basis for developing effective management plans that address contaminant impacts at the watershed scale. To meet this need, a numerical model to simulate the transport and fate of chemicals across watersheds is under development. The model development effort focuses on surface water hydrology with an emphasis on the transport and fate of particle-associated chemicals. A computer code that integrates the most critical hydrologic, sediment transport, and chemical transport and fate processes into a single framework was developed (Figure 1). This new code is called the Two-dimensional Runoff, Erosion, and eXport (TREX) model and is based on Colorado State University’s CASC2D watershed model with chemical transport and fate processes from the USEPA WASP and IPX series of stream water quality models. The ability of TREX to simulate chemical transport and fate at the watershed scale is demonstrated by an application to the California Gulch watershed. Located near Leadville, Colorado, the California Gulch watershed is contaminated with wastes from mining activities (Figure 2). Mine wastes are widely distributed across the site. Chemicals of concern include cadmium, copper, and zinc. Click on Figure 3 to see a sample animation showing etals transport from California Gulch to the Arkansas River. |
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Graduate
students
at CSU have been examining the Middle Rio Grande for several
years. Changes to the river, induced by the installation of
several dams and channelization, have led the US Bureau of
Reclamation in Albuquerque, NM to commission hydraulic summary
reports of several reaches in the river, including the 10-mile
long Rio Puerco and 6.15-mile long San Felipe Reaches. Both
reaches are also included in the habitat designation for two
federally listed endangered species, the Rio Grande silvery minnow
and the southwestern willow flycatcher. In order to facilitate
restoration efforts for these species, it has been necessary to
determine the historic, current and potential future geomorphic
configuration of the channel. The morphology of both reaches were previously studied for changes in the cross-section, width, mean bed elevation, water surface elevation, sinuosity, width/depth ratio, planform geometry, discharge, suspended sediment load and concentration, etc. Computer programs, such as ArcGIS, HEC-RAS, and Geo-Tool, were utilized in this study. The Rio Puerco Reach has shown a recent (1972-1992) trend toward degradation, thereby decreasing the width-depth ratio and sinuosity, while increasing the velocity and slope. The San Felipe Reach has also shown a recent (1972-1992) trend toward degradation. The purpose of this particular project is to update the hydraulic summary reports for the Rio Puerco and San Felipe Reaches in order to determine if the recent trendstoward degradation are still evident. This will be completed utilizing the aforementioned computer programs and new data sets from the US Bureau of Reclamation. The project will be completed by the end of fall of 2005. |
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I
am a part-time graduate student in hydraulic engineering at
Colorado State University. Both Oregon State University and CSU
felt obliged to offer me a bachelors and masters degree in civil
engineering, respectively. In between school and work I managed to
become a licensed professional engineer in Oregon and a registered
professional hydrologist through the American Institute of
Hydrology. In order to insure that my graduate studies progress at
a glacial pace, I currently work as the forest hydrologist on the
White River National Forest in Glenwood Springs. My current research centers on using some clever site-calibration techniques to expand the; scope of bedload transport formulae for gravel bed rivers to higher gradient, cobble dominated systems. As stream gradient and bed material size increases, bedload transport; transitions from relatively frequent mobilization of the surface layer to more fine-grained material moving over a relatively immobile bed. Consequently, bedload transport models appropriate for gravel bed streams, such as Parker and Klingeman, Meyer-Peter and Mueller, Wilcock and Crowe, etc., largely over; predict measured bedload transport rates as streambed armoring increases in cobble bed streams. To account for this transition I am reevaluating the role and magnitude of a shear partition in these systems and looking at ways to incorporate surface armoring and variable reference shear as predictor variables in both surface-based and subsurface-based bedload transport equations. |
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Chun-Yao Yang is currently a PhD student in Civil Engineering at CSU. He received his Bachelor’s and Master’s degree in hydraulic engineering from National Cheng Kung University in Taiwan. His research interests include river mechanics and reservoir sedimentation. He is now working on a project funded by K-water from Korea. The goal of the project is to to estimate the sediment yield for ungauged watersheds in Korea. Chun-Yao will conduct statistical analysis to understand what are the factors controlling the amount of sediment production. |
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Marielle Remillard - REU 2007Marielle Remillard studies mathematics and biology at Austin College. She came to CSU in 2007 for the Summer Water REU program. During that time, she prepared a report for the New Mexico Bureau of Reclamation on the geomorphic and hydraulic characteristics of the Galisteo Reach of the Rio Grande. She is passionate about water resources and one day hopes to promote the sustainable use of water resources as a global water analyst..
Kevin Hanegan - REU 2008Kevin is completing his senior year at Louisiana State University majoring in Civil Engineering. He came to CSU the summer of 2008 as part of the NSF's REU program in water resources. Along with Quentin Benally, Kevin worked to update the USBR reach report for the San Felipe reach of the Middle Rio Grande. He performed hydraulic and geomorphic analysis for the study reach using HEC-RAS, Arc-GIS, and other analysis techniques. After graduation, Kevin plans to pursure a masters in either coastal engineering or general hydraulics. te students at CSU have been examining the Middle Rio Grande for several years. Changes to the river, induced by the installation of several dams and channelization, have led the US Bureau of Reclamation in Albuquerque, NM to commission hydraulic summary reports of several reaches in the river, including the 10-mile long Rio Puerco and 6.15-mile long San Felipe Reaches. Both reaches are also included in the habitat designation for two federally listed endangered species, the Rio Grande silvery minnow and the southwestern willow flycatcher. In order to facilitate restoration efforts for these species, it has been necessary to determine the historic, current and potential future geomorphic configuration of the channel. Kevin is currently a PhD student at the University of New Orleans working in coastal engineering._______________________________________________________________________________________________________ Quentin Benally - AGEP-McNAIR 2008Quentin is attending the Engineering program at San Juan College in Farmington, New Mexico. He joined Dr. Julien’s team in the summer of 2008 as a research participant in CSU’s_______________________________________________________________________________________________________ Duangrudee Kositgittiwong - Visiting Scientist in 2008 - PhD dissertationPapers on stepped spillways: ICE, J. Mech Eng. and OvidiusDuangrudee Kositgittiwong received a Ph.D. from King Mongkut’s University of Technology Thonburi (KMUTT), Bangkok, Thailand. She previously graduated from KMUTT in 2005 with a B.Eng. in Civil Engineering. She studied maximum scour downstream of bed sills for her senior project. After that, she works for Water Resources Engineering Research Laboratory, WAREE lab., as a research assistant. She got the Royal Golden Jubilee Ph.D. program scholarship to study in master and Ph.D. program, in water resources engineering, in Thailand. She came to CSU, as an exchange visitor, since January 2009 to study and do her research for a year. She is interested in flow through stepped spillways. Gambit and Fluent model were used in the research to work for flow computation._______________________________________________________________________________________________________ Anna Paris - Visiting Scientist in 2008-09Paper on mudflows and closureSediment analysis of the Gila River Anna Paris joined Dr. Julien’s team in November 2008 as a Visiting Scientist. She graduated from_______________________________________________________________________________________________________ Katharine Anderson - REU 2009 and RA2011Katharine studies both civil engineering with a concentration in soil and water resources and music at_______________________________________________________________________________________________________ Michelle Ida Anslem - Undergraduate Scholar 2011Michelle
Ida Anslem is an invited undergraduate scholar from UiTM Shah
Alam, _______________________________________________________________________________________________________ Ladislav Rousar - Visiting Scientist 2013-14Ladislav Rousar graduated in Civil Engineering from Brno University of Technology (Czech Republic), Institute of Water Structures, in 2011. He continues in Ph.D. program with interest in hydraulics. He has been studying numerical models for the upper channel of the Prelouc II lock (unsteady 1D model, HEC-RAS) and conducted a parametric study on dike roughness (steady 2D, SMS). He came to CSU, as an exchange visitor, on fall semester 2013 for better understanding the mechanisms of sedimentation and erosion. His doctoral thesis will deal with the determination of incipient motion of homogenous and non-homogenous gravel-bed at high relative roughness and full turbulent flow. Experiments on incipient of motion are verified with field measurements. In additional, his research incorporates a comparison of velocities profiles measured by UVP and those calculated by numerical models (3D, ANSYS-CFX). With laser scanned bed, he can experimentally determine fall velocity of natural particles and measure bed-load transport over a rectangular broad-crested weir. IAHR paper on incipient motion of gravels
_______________________________________________________________________________________________________ Dr.
Jai Hong Lee - Visiting Scientist 2013- Professor at South
Carolina State University
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