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WEST LITTLE YORK ROAD,
HARRIS COUNTY, TEXAS
Hydraulic analysis for Langham Creek and Irrigation
canal utilizing WSPRO to determine the impact on the water surface elevations
for the two streams due to the improvements on 0.9 miles of West Little York
Road. Project included design of complete stormwater drainage system drop
inlets, and manholes.
42-INCH WATER MAIN, HOUSTON, TEXAS
Design of approximately 6000 linear feet of
42-inch water main along South
Rice Avenue, including traffic control plan.
WATER PROJECT NO. 10203, HOUSTON,
TEXAS
Managed the design, preparation of plan,
specification and estimates for Water Project No. 10203 for City of Houston. The project
included 30,000 L.F. of 8-inch and 12-inch and 16-inch water mains. Phase I
of this project included providing professional services for the evaluation
of water main failures. Prepared Preliminary Engineering report documenting
the results of the evaluations and recommended the design basis, cost and
phasing of the repair, rehabilitation and replacement work.
FM 1314 DRAINAGE IMPACT STUDY, MONTGOMERY
COUNTY, TEXAS
Drainage
study for the widening of FM 1314. Work included identification of all
outfalls, delineation of drainage area boundaries, computation of peak flows
for existing and proposed conditions at outfalls, establishing sheet flow
conditions, verifying capacity of proposed ditches, preparing preliminary
bridge layouts and discussing drainage issues.
STREET RECONSTRUCTION PROJECT, HOUSTON,
TEXAS
Project
consisted of widening and reconstruction of 8 neighborhood streets in West University.
Streets were upgraded from asphalt open ditch roads to concrete curb and
gutter. Scope of work included
utility relocation, and design of new drainage facilities, water lines, and
storm sewer. Provided roadway and drainage design for replacement of 8,220 lf
of 8-inch and 36-inch waterlines for City of Houston. Various options were investigated
for outfall locations along with feasibility analysis for splitting the flows
to two separate outfalls due to constraints on the existing storm box sewer
that the project storm water would outfall into. Cost Saving Ideas: Performed cost and
alternative analysis for two storm sewer systems including box culvert under
a railroad and provided recommendation for the optimal solution.
ON-CALL HYDROLOGY AND HYDRAULICS, TxDOT, HOUSTON, TEXAS
Performed
hydrologic and complex hydraulic drainage studies and services issued on a
work authorization basis for TxDOT’s Houston District. The first work
authorization included performing hydraulics for a culvert widening on FM 442
at Cedar Creek. The box culverts had 3 boxes and the exterior boxes had a
varying cross section requiring the use of HEC-RAS for analysis. This was a
FEMA-studied stream and different measures were analyzed to minimize the
impact of widening. The second work authorization included performing scour
analysis for 3 bridges on US 290 over the Brazos River
and its reliefs.
HARRIS COUNTY FLOOD CONTROL, C.E.
A104-10-02-X001, BAYPORT,
TEXAS
AIA
prepared construction documents for the Harris County Flood Control District
for the enclosure of Channel A104-10-02. Project included hydrology study
identifying the 2 and 100 year storm events, hydraulic analysis for the
existing and proposed conditions, preparation of a report followed by
complete plans and specifications including SW3P, storm sewer design, major
drainage structure design, survey and geotechnical services. This project was
performed as part of a work authorization type contract for the Harris County
Flood Control District.
DALLAS STREET REHABILITATION
PROJECTS, DALLAS, TEXAS
Major Dallas thoroughfares and drainage
improvement projects. Managed the design, preparation of construction plans
for paving and drainage of roadway improvement, water computation using
HEC-2, construction plans for creek channel improvements, special
specifications, and construction estimates for 1 mile of Midway Road, 1.5
miles of Cedar Springs Avenue, and 1 mile of channel improvements downstream
form Kiest Blvd. storm drainage system outfall.
BRIDGE REPLACEMENT EVERGREEN CONTRACT, AMARILLO, TEXAS
AIA performed hydraulic analysis including
drainage area computations, hydraulic report, scour analysis and evaluation
for 7 bridge replacements in the Amarillo District in Gray and Ochiltree Counties. Bridge lengths varied from
60 feet to 2,068 feet. The schematic, bridge layout and final bridge design
for the replacement of truss bridge CR 193 over Wolf Creek
was completed by AIA.
ROUTE 58, MECKLENBURG COUNTY, VIRGINIA
Analyzed bridge hydraulics for two bridges across
Butcher Creek and Rudd Creek on U.S. Route 58 near City of Clarksville. Project consisted of
developing discharge-frequency relationship, hydrologic analyses using TR20,
TR55, USGS Regression equations, and Anderson
and Snyder methods. Analyzed water surface profiles using WSPRO model. HEC18
Procedures with HY9 software program were used to analyze the scour potential
of the existing bridge. The drainage area was about 30 to 35 square miles. As
part of this project, designed ten stormwater management basins with outlet
structures. The basins were designed to treat water quality and quantity.
ROUTE. 17 SBL OVER
PEUMANSEND CREEK, CAROLINE COUNTY, VIRGINIA
Analyzed hydrology and hydraulics for the bridge
over Peumansend Creek. HEC 18 procedures were used in estimating the scour
potential and designed retrofit recommendations. The total drainage area is
about 32 sq. miles.
IMPROVEMENT TO WATER
SUPPLY AND DRAINAGE IN DHAKA CANTT, BANGLADESH
The project involved the study of the existing
Water Supply and Waste Water Systems and providing engineering solutions to
improve system. The scope included study of the existing system, calculation
of the water supply requirements, study of the existing deep tube wells and
pumps including their capacity, study of the existing drainage and flow of the
waste water and storm water, and coordinating with public agencies (such as
WASA, Public Health Agency, etc.).
INTERSTATE I-10 OVER
SABINE RIVER, ORANGE COUNTY, TEXAS
Hydrology, hydraulic and scour evaluation was
performed for I-10 over Sabine River. The
bridge opening is more than 5000 ft. The 100-year discharge is estimated more
than 130,000 cfs with a contributory drainage area of 161 sq. miles (which is
a fraction of the total drainage area).
MASTER PLAN OF DHAKA
AND POSTOGOLA CANTT, BANGLADESH
Preparation of Master Plan of Dhaka Cantt
considering the future growth in Cantt through 2015. Project involved
preparation of Preliminary and Final Master Plan showing layout of all the
physical features, (buildings, curb & gutter road sections, plantation, parks
and play grounds, housing complex, etc.), utilities (gas, water, electric,
etc.) and engineering solutions suggesting phasing of
development/modification works to be undertaken. Engineering analysis
included all phases of civil engineering such as a detailed survey of the
project area and preparation of Survey Map, Soil Investigation, Demolition
Plan, Expansion and Rearrangement Plan, and Security Plan.
ROUTE 58, HENRY COUNTY,
VIRGINIA
Analyzed bridge hydrology and hydraulics for
bridge across North Mayo River
on Route 58 in Henry County, Virginia.
The total drainage area is about 62 sq. miles. Project consisted of
developing discharge-frequency relationship and computation of water surface
profiles.
MAXWELL LANE HYDROLOGY
& HYDRAULIC ANALYSIS, NEWSPORT NEWS, VIRGINIA
Hydrology and Hydraulic analyses for 800
acre drainage area, using TR-20 and ILLUDAS, all as per requirement of the
City of Newport News, Virginia.
FERRELL PARKWAY PHASES VI & VII, VIRGINA BEACH, VIRGINIA
Complete drainage study for the existing and
proposed corridor development. Peak discharges were computed using TR55
program and the hydraulics of the proposed major and minor structures were
analyzed using HEC2 and WSPRO. The EPA Stormwater Management Model (S WMM) was used to determine conduit adequacy, effects
of surcharge, and pollutant quantities.
IMPACT ANALYSIS SH288 OVER DOW
BARGE CANAL,
BRAZORIA COUNTY, TEXAS
Impact analysis and mitigation of stormwater
runoff into the existing system. WSPRO computer program was used in analyzing
the backwater profiles and the impact on River Water
Canal for stormwater
draining on the northside of the project. For the stormwater draining to the
southside a system of collection, conveyance and mitigation was proposed.
ROADWAY DRAINAGE FOR
WEST LITTLE YORK BOULEVARD, HARRIS COUNTY, TEXAS
Curb inlets and storm sewers were designed as part
of the roadway widening project. Also, outfall receiving system was selected
and analyzed.
STORMWATER MANAGEMENT,
ROUTE 58, MECKENBURG COUNTY, VIRGINIA
Designed ten stormwater detention basins for
alternating peak runoff and to contain water quality from the roadway runoff.
The total length of the roadway widening project was about 5.1 miles.
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