Rising Stars
Jazuri Abdullah
Sangdo An
Ted Bender

John England
Noah Friesen
James Halgren
Dohyuk Kang
Atikah Shafie
Seema Shah-Fairbank
Youngho Shin
Andy Steininger
Soo Huey Teh
Mark Velleux
Chad Vensel
Mark R Weinhold
Other Students



Jazuri Abdullah, Ph.D. Candidate 

Jazuri Abdullah

Ph.D. candidate 
Hydraulic Engineering




Research:
Analysis of Flood and Sediment Transport Modeling in Malaysia 


Jazuri is a graduate student at Colorado State University, majoring in Hydraulic Engineering, Stream Restoration and River Mechanics. He obtained his bachelor degree in Civil Engineering in 2001 from Universiti Teknologi MARA, Malaysia and Master of Science in Water Resources Engineering and Management (WAREM) from Stuttgart Universitaet, Germany, in 2007. Currently he is working as a lecturer at Universiti Teknologi MARA, Malaysia.

The Hulu Langat district is located between Kuala Lumpur and Putrajaya has been experiencing various developments – transformation from an agricultural area to open land field and residential purposes. And as a result, the sediment load to the river is increasing every day. Previous research used laboratory approach to predict sediment load. This research uses TREX to calculate and predict sediment load. Currently the hydrological model is ready to be calibrated, followed by the validation process to evaluate the applicability of TREX on Malaysia’s climate (tropical climate). Figures A shows the land use at the Hulu Langat and the red-polygon is Lui catchment (area approx. 68 sq. km) used to calibrate and validate the hydrological model, and Figure B shows the results from calibration and validation at peak.



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Sangdo An

Ph.D. in 2011 - Dissertation
Hydraulic Engineering




Research:

3-D Modeling of Sediment Interflow in Large Reservoirs 


Sangdo An is graduate student in Civil Engineering at Colorado State University. 
 He is currently studying PhD in hydraulics.  He graduated fromCurrently Research Assistant Professor at Myoungji University South Korea
jiuncivil@gmail.com
Chungbuk 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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Ted Bender

M.S. Candidate
Hydraulic Engineering




Research:  
Hydraulic Analysis of the Bosque Reach of the Middle Rio Grande, NM

 

ArkRiverSlideTed is a master’s student at Colorado State University, majoring in Hydraulic Engineering.  He obtained his Bachelor of Science degree in Civil Engineering in May 2005 from The University of Kansas.  After graduation, he served 5 years in the United States Navy and began his graduate work in August 2010.  Ted and his wife Susie enjoy the Colorado outdoors and love watching Jayhawk basketball…Rock Chalk!

 The headwaters of the Rio Grande River form in southern Colorado and flow south to the Gulf of Mexico.  The Middle Rio Grande, located in New Mexico, has undergone many changes in its recent history.  These changes, stemming from the construction of several dams and other channelization projects, has led the United States Bureau of Reclamation, in conjunction with Colorado State University, to complete several hydraulic analyses for different reaches in the river.  Ted is studying the Bosque reach.  This reach is approximately 23 miles long, stretching from the Arroyo de las Canas to the southern boundary of the Bosque del Apache National Wildlife Refuge.

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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John likes taking his son hiking in the mountains.
John likes taking his son hiking in the mountains.

John England

Ph.D. in 2006 - Dissertation
Hydraulic Engineering

Currently working at the US Bureau of Reclamation in Denver
jengland@usbr.gov

Research:
Distributed Modeling of Extreme Floods and Flood Frequency on Large Watersheds



Refereed Publications:  
ArkRiverSlide 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 Casc2darkwdep18hrfresearch 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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Noah Friesen, M.S. Candidate 
  Noah gets out of the desert when he can

Noah Friesen

M.S. in 2007 - Thesis
Hydraulic Engineering

Currently working with Riverside Technology in Fort Collins 

Research:
Analysis of unsteady flow with supercritical velocities in steep channels. 



Refereed Publications:  
Severe flooding creates havoc for Las Vegas commuters.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.
Currently Research Assistant Professor at Myoungji University South Korea
jiuncivil@gmail.com
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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  JamesHalgren
James at work

James Halgren

Ph.D. Candidate
Hydraulic Engineering


now at
NOAA-Riverside Technology, inc.
1010 Wayne Avenue, Suite 500
Silver Spring, MD 20910
Phone: (240) 638-3345



Research:
Multi-event hybrid hydrologic modeling with TREX

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
wideRG 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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Un Ji 
Un Ji hard at work...

Un Ji

Ph.D.  in 2006  - Dissertation
Hydraulic Engineering

Currently Research Assistant Professor at Myoungji University South Korea
jiuncivil@gmail.com


Research:
Sediment flushing at the Nakdong River Estuary Barrage, South Korea


Refereed Publications:  

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.
unjimap

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-waterNakdong 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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  DK
DK likes long walks on the beach and listening to soft rock classics.

Do Hyuk Kang

M.S. in 2005 - Thesis
Hydraulic Engineering





Research:

Snow Hydrology Modeling with CASC2D



energybalance
calgulchCASC2D 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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Hyeonsik Kim, Ph.D. Candidate 
  Hyeonisk appreciating the beauty of Colorado

Hyeonsik Kim

M.S.  in 2006 - Thesis
Hydraulic Engineering

Currently working for K-Water on the large Cheongin Seaway Project



Research:
Soil Erosion Mapping of the Imha Watershed


Refereed Publications:  
Journal of Hydraulic Turbid waters in Banbyeon Stream, inflow to Imha DamImha Multi-purpose Dam, South KoreaHyeon-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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Jaehoon Kim, Ph.D. Candidate
Jaehoon Kim

Jaehoon Kim

Ph.D. Candidate
Hydraulic Engineering




Research :
Debris Flow Hazards in South Korea


Refereed Publications:  

Debris flow in Youngchon, South KoreaIn 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. Soil porosity and slope relationships for modeling soil fluid capacity
 
 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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Susan Novak, M.S. Candidate (and Millie)
Amanda at the San Acacia diversion dam on the middle Rio Grande in New Mexico.

Amanda Larsen

M.S.  in 2007 - Thesis
Hydraulic Engineering




Research:

Hydraulic Analysis of the Escondida Reach of the Middle Rio Grande River,NM

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 AnalysisRio Grande river near Socorro, NM.
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 Esocondida, 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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Kyoungmo and his family enjoy Aspen 

Kyoungmo Lim

Ph.D. Candidate
Hydraulic Engineering

 

 

Research: 

Typhoon Surge Propagation Modeling along the Lower Nakdong River, South Korea.

Typhoon Maemi and graphic illustrating storm surge

Kyoung-mo Lim is a graduate student of hydraulics in Civil Engineering at Colorado State University. He is currently here working on a doctoral program. Prior to attending CSU he spent 8 years working as a public officer. He worked on the long term master plan of Busan City in Korea, which included the task of preventing disasters and managing land use adjustment. He also managed to build various structures in this urban area. Even though he was unfamiliar with hydraulics and had trouble studying it, taking part in such a program will be regarded as a good chance for him to deal with something related to rivers.

 He is interested in the typhoon surge propagation along the river. Many researchers focused on the effect of typhoon surges on coastal areas where water runs-up and encroaches upon a breakwater. However there are few documents about the effect of surges on the upper river. The storm surge intruded upstream and elicited an abrupt water level change in the lower river. Meanwhile the typhoon surge was offset as it propagated upstream because of the river discharge caused by rainfall. Busan, a bustling city of approximately 3.7 million residents, is the second largest city in Korea. The Nakdong River penetrates western Busan City and the high levee was constructed to prevent floods from overflowing and submerging nearby areas. The Lower Nakdong River has very a mild slope and the surge easily traveled upstream from the river mouth. The numerical modeling was conducted considering two important factors, river discharge and surge height. Three different models were used to fully describe the surge propagation: KORDI-S (2D FDM), RMA2 (2D FEM) and FLDWAV or HEC-RAS (1D).The modeling experienced the calibration and verification by comparing the measured data. The severe typhoon surge accompanied by a rise in sea level and global warming was simulated to check the levee and other hydraulic structures in Lower Nakdong River. To investigate the water motion and salt material in detail, more observed data and 3D modeling could be required.     


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Jazuri Abdullah, Ph.D. Candidate 

Nur Shazwani Muhammad

Ph.D. candidate 
Hydraulic Engineering



Research:
Analysis of the probabilistic strucrure of monsoon precipitation in Malaysia 


shazwani1

 
Nur Shazwani Muhammad is a lecturer at the Faculty of Engineering and Built Environment, National University of Malaysia (UKM). She started her career as an Environmental Engineer at Dr. Nik and Associates Sdn. Bhd. in October 2002 after completing her degree in Environmental Engineering from University of Malaya. In 2005, she completed her Masters degree in Water Engineering from Cardiff University, United Kingdom. She joined Universiti Teknologi MARA as a lecturer in February 2006 and served for more than 3 years. Joined UKM as a lecturer in April 2008. Currently she is pursuing her graduate study at Colorado State University.Currently working for K-Water in Daejon, South Korea.

 Her dissertation will concentrate on the stochastic analysis of monsoon precipitation in Malaysia. The northeast monsoon from November to March brings moisture and a lot of rain to Southeast Asia, while the southwest monsoon from May to September brings dry air to the area. April and October are transitional months, which results in considerable amount of rain in these months. Considering the tropical climate in Malaysia, predicting the probability of rain is an important parameter in water resources management and flood prediction. Additionally, the research will also consider spatial variability of rainfall in Peninsular Malaysia. The ultimate goal of the research is to prove that the rainfall events during monsoon seasons are not independent from one event to another, and to develop an algorithm and technology to calculate the probability of rainfall and predicting the amount of rainfall during monsoon months.



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Susan Novak, M.S. Candidate (and Millie)
Susan is a Gemini who enjoys kayaking, sushi, and playing with her greyhound, Millie.

Susan J. Novak

M.S.  in  2006 -   Thesis
Hydraulic Engineering


Colorado State University


Research:
Geomorphology of the Cochiti Dam Reach of the Middle Rio Grande River, NM

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. 
Rio Grande near San Acacia, NM    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.Cochiti Dam 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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C:\Documents and Settings\b0etepso\Local Settings\Temporary Internet Files\Content.Word\MSH_09_20_2007_207[1].jpg 
.
Patrick at the Mt St Helens Crater

Patrick O’Brien

Ph.D. Candidate 
Hydraulic Engineering

Currently working at the US Army Corps of Engineers, Vicksburg, MS
patrick.s.obrien@usace.army.mil



Research:
Suspended sediment transport and velocity profiles in the Lower Mississippi River




Research Focus Areas :
  1. Examine the log wake law and extend work of Julien/Guo through use of ADCP velocity measurement data on the Mississippi River. 
  2. Estimate u* using ADCP velocity and backscatter measurements buy creating velocity profiles from data. Estimate tidal effect and variation on a daily basis.  Investigate variation of u* as an uncertainty proxy for sediment discharge estimates.
  3. Investigate changes in velocity and sediment discharge profiles by channel planform using Mississippi River data. Assess changes in ratio of suspended load to total load.  Compare velocity measurement data and results to Toffaletti’s Mississippi River work.


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Susan Novak, M.S. Candidate (and Millie)
Tracy likes to fish in Colorado

Tracy Owen


MS in 2012 - Thesis
Hydraulic Engineering






Research:
Hydraulic Analysis of the Elephant Butte Reach of the Middle Rio Grande, NM

Rio Grande near San Acacia, NMTracy 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.Cochiti Dam

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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  seema
Atikah loves the Colorado outdoors.

Atikah Shafie

M.S. in 2009 - Research Report
Hydraulic Engineering
Now at the Department of Irrigation and Drainage (JPS) in Malaysia
atikah@water.gov.my


Research: 
Kota Tinggi, Malaysia flood of 2006-2007


Atikah Shafie is working with Department of Irrigation and Drainage Malaysia and currently is under a study leave doing her Masters in River Engineering program at Colorado State University (CSU). Her work experiences were mostly involved in management of National Hydrological Network, a collaboration study in Paya Indah Wetlands, Malaysia and several IWRM projects. Her interest mostly in hydrology, stream rehabilitation, river mechanics and sedimentation.

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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hello
Kiyoung and his Family

Kiyoung Park

Ph.D. Candidate
Hydraulic Engineering



 



Research: 
Analysis of Sediment Plugs in Alluvial Rivers 
 

Hapcheon Dam near Jin Joo, South KoreaKiyoung 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.Map of Nakdong River Basin, South 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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  seema
Seema loves the Colorado outdoors, paints, and volunteers in her community.

Seema Shah-Fairbank

M.S. in 2005 - Thesis
Ph.D. in 2008 - Dissertation
Hydraulic Engineering
 


Research: Bureau of Reclamation Automated Modified Einstein Procedure for estimating total sediment load in middle Rio Grande, NM

Now Assistant Professor at California State Polytechnic at Pomona, California.
http://www.csupomona.edu/~shahfairbank/

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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Susan Novak, M.S. Candidate (and Millie)
Youngho in some of his favorite surroundings: the "Four-Corners"

Youngho Shin

Ph.D. in 2007 -  Dissertation
Hydraulic Engineering

Currently working for K-Water in Daejon, South Korea.




Research: 
Effects of Flow Pulses on the River Geometry below Dams 
 
Refereed Publications:  

Map of Nakdong River Basin, South KoreaHapcheon Dam near Jin Joo, South KoreaYoung-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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seema
Andy enjoys rafting in Colorado!

Andy Steininger


MS Candidate
Hydraulic Engineering



Research:
Dambreak modeling with TREX


Leadville, ColoradoTREX Pocess mapAndy 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 Teh

M.S. in 2011 -  Thesis
at the School of Renewable Energy Science in Akureyri, Iceland

Currently working at the United Nations University Institute for Sustainability and Peace (UNU-ISI) in Tokyo, Japan. 




Research: 
Upland erosion mapping at Cameron Highlands, Malaysia 
 
Refereed Publications:  

Map of Nakdong River Basin, South KoreaHapcheon Dam near Jin Joo, South KoreaSoo 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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seema
Mark seeks to be one with evidence of paleo-sedimentation.

Mark Velleux

Ph.D. in 2005 -  Dissertation
Hydraulic Engineering


Now at Hydroqual, NJ


Research:
Numerical Model to Assess Watershed Contaminant Transport and Fate: TREX

Refereed Publications:  

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.

TREX Pocess mapLeadville, ColoradoTo 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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Chad
Chad is from Pennsylvania and drinks a V8 every day.

Chad Vensel

M.S. in 2005 - Research Report
Hydraulic Engineering

Now at URS in Denver



Research:
Hydraulic Modeling Analysis updates on Middle Rio Grande
 

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. 
mrg
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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Mark derives a secondary income from his abilities as a trout-herd.
Mark derives a secondary income from his abilities as a trout-herd.

Mark R. Weinhold

M.S. in 2001  - Thesis
Hydraulic Engineering

Now working at the US Forest Service
mweinhold@fs.fed.us

Research:
Site calibration and adaptation of gravel transport formulae to cobble bed streams.



Plywood shield for collecting surface and subsurface bed material samples in Little Granite Creek, WY.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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Other Students


Marielle Remillard - REU 2007

Marielle 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..

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Kevin Hanegan - REU 2008

Kevin 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. 

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Quentin Benally - AGEP-McNAIR 2008

Quentin 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 Alliancefor Graduate Education and the Professoriate (Agep-McNair), which was aimed toward students with an interest in pursuing a Masters Degree or PhD.  He worked with Kevin Hanegan, under the supervision of Dr. Julien and Seema Shah-Fairbank, with the Hydraulic Analysis of the San Felipe Reach, Middle Rio Grande, from Arroyo Tonque to Angostura Diversion Dam.  He gained research experience, working with databases, hydraulic analysis using HEC-RAS, historic planform observations using Arc-GIS, and other traditional research techniques.  In the report, he also shared his knowledge of the area and affects of past management to the surrounding Indian communities.  After finishing at SJC, he plans to earn a Civil Engineering degree from a nearby university.  After experiencing research, working at the Engineering Research Center, meeting new people, enjoying the local environment, Fort Collins and CSU is a possibility.


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Duangrudee Kositgittiwong - Visiting Scientist

Duangrudee Kositgittiwong is Ph.D. candidate from King Mongkut’s University of Technology Thonburi (KMUTT), Bangkok, Thailand. She graduated from KMUTT in 2005 with B.Eng. in civil engineering. She studied about 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 are used in the research to work for flow computation.


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Anna Paris - Visiting Scientist

Anna Paris joined Dr. Julien’s team in November 2008 as a Visiting Scientist. She graduated from University of Trento (Italy) in October 2008 with a MS in Environmental Engineering focused on hydraulics. She has been studying debris flows mechanics both experimentally and numerically at the CUDAM hydraulics lab in Trento developing for her Master’s thesis a resistance formula able to describe debris flow behavior ranging from mature debris flow to hyperconcentrated bed load transport. She got a scholarship from FTU in Italy to continue her studies concerning River Engineering and Hyperconcentrated flows at CSU.  In Fort Collins, she developed a statistical-numerical sediment analysis of Gila River (Arizona) and has been working on the hydraulic analysis of the Middle Rio Grande for the USBR. The object of study was  a 20-miles long reach stretching from the Arroyo de las Cañas to the South Boundary Bosque del Apache in central New Mexico. The change in hydraulics and morphology over the last 50 years has been studied using software as ArcGIS and HEC-RAS. An interesting phenomenon was also observed: during 2008 the downstream part of the Bosque reach had been experiencing a strong aggradation due to the creation of a sediment plug.


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Katharine Anderson - REU 2009 and RA2011

Katharine studies both civil engineering with a concentration in soil and water resources and music at Colorado State University.  She participated in the Summer Water REU Program in 2009 to analyze the Bosque Reach in the Middle Rio Grande.  This analysis was completed utilizing ArcGIS, HEC-RAS and Excel.  She helped prepare a report for the Bureau of Reclamation on the geomorphic and hydraulic characteristics of the 23-mile-long reach.  In 2011, she helped analyze a second reach, the Elephant Butte Reach, for the Bureau of Reclamation.  This 32-mile-long reach is a continuation from the southern end of the Bosque Reach and ends at Elephant Butte Dam.  Due to human influence on the river, the Middle Rio Grande has changed excessively over the past century and many species of native plants and animals have become endangered.   Katharine is interested in river hydraulics and water resources, and hopes to someday pursue a Master’s degree. 



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Michelle Ida Anslem - Undergraduate Scholar 2011

Michelle Ida Anslem is an invited undergraduate scholar from UiTM Shah Alam, Malaysia for integrated research program at Engineering Research Center of Colorado State University. She is in her final year now for her studies in Bachelor of Civil Engineering. She worked with Dr. Julien during Fall 2011 on the preparation of Arc-GIS input files for the hydrologic model TREX.  She contributed to the modeling analysis of the Naesung Stream in Korea and the Kota Tinggi River of Malaysia.  Michelle was also involved in processing multiple GIS cross section and the particle size distributions on the Rio Grande in New Mexico.  She learned about data management and report preparation for various hydraulic structures.  She also hopes to pursue her Master’s Degree in hydraulics or hydrology in the near future.




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