This report provides information on retrofitting the signalized traffic intersections and retrofitting the signals to solar energy and switching to light emitting diodes (LED) the city will see major energy and cost savings, as well as a significant decrease in maintenance cost and time due to longer lifespan of the LEDs and solar panels.

This report documents the development of the structure, lithology, and depositional framework for the Gulf Coast Aquifer system from the Brazos River north to the Sabine River and into Louisiana. (p. xiii).

The purpose of the Austin to Houston Passenger Rail Study is to analyze the feasibility of implementing 110 mph intercity passenger rail service between Austin and Houston including possible service to Bryan/ College Station. This feasibility analysis consisted of identifying the characteristics of existing rail infrastructure and operations in the study corridors, analyzing potential alternative alignments for the passenger rail operations, and determining required infrastructure and impacts for potential passenger rail service in the study area.

Comparisons between leveling surveys of different epochs are used to determine vertical displacement of permanent bench marks. Displacement of bench marks usually represents the movement of the surrounding area. In this report, the 1978 Houston-Galveston and Texas Gulf Coast releveling surveys are compared to the 1963, 1973, and 1976 releveling results. The changes in elevations of bench marks common to two or more epochs are tabulated and plotted in Appendix A. From these differences, contour maps were prepared for the 1963 to 1978 and 1973 to 1978 epochs in the 2/sup 0/ x 2/sup 0/ area of maximum subsidence. Annual subsidence rates computed for the 1973 to 1978 period are about 25% less in the maximum subsidence area than the rates computed for the 1963 to 1973 period.

Annual budget for the Coastal Water Authority Bayport Water System Project including schedules of revenues and expenditures, with supporting documentation for fiscal year 2012.

This report discusses the Annual Budget for the Trinity River Water Conveyance Project.

"The Master of Public Service and Administration program at Texas A&M's Bush School of Government and Public Service requires that all second year graduate students participate in a two semester Capstone course."

Annual financial report by The University of Texas M.D. Anderson Cancer Center for fiscal year 2011 including financial statements with supporting schedules.

Report on a flood protection and management plan for the Upper Barker Watershed.

Report on water level measurements in wells in Harris County, Texas from 1966 to 1969.

Water plan for Region H describing water resources and suppliers in the area, usage statistics and forecasts, water needs, water management strategies, water conservation methods, drought response plans, financing methods, and the process of creation of the plan.

This report presents the results of the hydrologic data collection on new large-capacity and other selected wells, including well location and completion data, drillers' logs of the strata penetrated, water levels, and chemical quality of the produced water.

Abstract: Removal of water, oil, and gas from the subsurface in Harris and Galveston Counties, Texas, has caused a decline in fluid pressures, which in turn has resulted in subsidence of the land surface. Subsidence of the land surface at Seabrook is due principally to the removal of water. Significant subsidence of the land surface probably began after 1920, and a minimum of about 3.3 feet (1.0 m) and a maximum of about 4.3 feet (1.3 m) of subsidence had occurred at Seabrook by 1973. Probable future subsidence was calculated by two different methods for each of two different loading situations. In the first loading situation, case I, the artesian heads in the Alta Lorna Sand (Rose, 1943) and Evangeline aquifer would continue to decline at the respective rates of 8 feet (2.4 m) per year and 7 feet (2.1 m) per year until 1980 and then cease. In the second loading situation, case II, the artesian heads in the Alta Lorna Sand and Evangeline aquifer would continue to decline at rates of 8 and 7 feet (2.4 and 2.1 m) per year until 1990 and then cease.

Abstract: Removal of water, oil, and gas from the subsurface in Harris and Galveston Counties has caused declines in fluid pressures, which in turn have resulted in subsidence of the land surface. Subsidence of the land surface at Moses Lake is due principally to the removal of ground water in adjacent areas. Significant subsidence of the land surface at Moses Lake began after 1900, and as much as 1.8 feet (0.55 meters) of subsidence had occurred in the area by 1973. Probable future subsidence was calculated by two methods for two loading situations. In the first loading situation, case 1, the artesian head in the middle Chicot aquifer, in the Alta Lorna Sand (Rose, 1943), and in the Evangeline aquifer would continue to decline at respective rates of 1, 3, and 3 feet (0.3, 0.9, and 0.9 meters) per year until 1980 and then cease. In the second loading situation, case 2, the artesian head in the middle Chicot aquifer, in the Alta Lorna Sand, and in the Evangeline aquifer would continue to decline at respective rates of 1, 3, and 3 feet (0.3, 0.9, and 0.9 meters) per year until 1990 and then cease.

Abstract: Subsidence in the Baytown area is becoming critical because much of the area is subject to inundation by high tides. Withdrawals of water from industrial wells and declines in artesian pressures began about 1918. As much as 280 feet (85.3 meters) of artesian-head decline has occurred in the Evangeline aquifer, and as much as 320 feet (97.5 meters) of decline has occurred in the Alta Lorna Sand. Subsidence of the land surface began about 1920, and as much as 8.2 feet (2.5 meters) of subsidence had occurred by 1973. Future subsidence was calculated for two loading situations. Case I provided that the artesian heads in the Alta Lorna Sand and Evangeline aquifer would continue to decline at a rate of 6 feet (1.8 meters) per year until 1980. Case II provided that artesian head in the Alta Lorna Sand and Evangeline aquifer would continue to decline at a rate of about 6 feet (1.8 meters) per year until about 1995. The ultimate subsidence expected for the assumed conditions of case I and case II is 11.4 feet (3.47 meters) and 15.1 feet (4.60 meters), respectively.

From introduction: The purpose of this study, made in cooperation with the Texas Department of Water Resources, was to adapt an existing model to utilize available streamflow and water quality data to compute runoff from the Houston area and to compute the concentrations and loads of selected water-quality constituents contained in the inflow to Galveston Bay.

Abstract: Rainfall and runoff data from drainage basins in the Houston metropolitan area and a 60-year rainfall record for the National Weather Service station, Houston-City, were used to simulate 60 annual flood peaks at 26 sites. Selected frequency characteristics, based on these simulated annual peaks are related to drainage area and percentage of impervious area. These relations which may be used to estimate the flood characteristics at ungaged sites, indicate that in the Houston metropolitan area, complete urbanization increases the magnitude of a 2-year flood nine times and increases the magnitude of a 50-year flood five times.

This report presents "a technique for estimating the magnitude and frequency of floods in the Houston, Texas, metropolitan area." It includes a map, graph, and tables.

Report on Finding the Value of Urban Parking: An Analysis of Impacts of Smart Parking Systems on Congestion and Land Values in Downtown Houston.

Annual report for the Gulf Coast Waste Disposal Authority, providing updates and statistics for each of their facilities and describing the activities of the organization during calendar year 2010,

Report on Traveler's Value of Time and Reliability as Measured on Katy Freeway.

Annual financial report of the Fourteenth Court of Appeals documenting income, expenditures, and other relevant financial information for fiscal year 2015.

Report on the published data on ground-water development in the Houston, Texas district.

Report on new water wells in Harris and Galveston Counties, with hydrologic data, location, completion, logs, levels, and chemical quality.