Report from Dun & Bradstreet, Inc. showing their working capital and other financial information. Also shown are the financial statements for the past three years. The company issued an additional 300,000 shares of common stock. Supplemental data to the financial statements is also included.

Report from Dun & Bradstreet, Inc. showing their working capital and other financial information. Also shown are the financial statements for the past three years. The company has revamped management in locations that were unprofitable. However, the company has grown substantially in recent years.

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.

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: 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.

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.

Presented at the 24th Western Area Conference, this booklet contains reports of chapter activities of the Western Area division related to the arts, service to youth, and national and international issues of concern. The conference is a biennial meeting of chapters of The Links, Inc. located in the western United States. The theme for this year's conference is "The Arts Are Where You Are."

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

Report documenting data collected regarding wells in Harris and Galveston Counties, including results of chemical analyses.

Statement of assets and liabilities from La Cronica de Texas, Inc. to all shareholders of La Cronica de Texas stock.

This is an enclosure to the letter sent by Marcus H. Halsey to Manuel Lozano showing the detailed account of the amounts receivable from La Cronica de Texas as of July 26, 1974 of $1646.87.

Report of Legal Adviser of LULAC, John J. Herrera, to Supreme Council of LULAC, is dated August 20, 1977, and reviews the legal problems which League of United Latin American Citizens are currently facing nationally.

Report of Legal Adviser of LULAC, John J. Herrera, to the Supreme Council of LULAC, dated August 20, 1977. Herrera reviews the legal problems which League of United Latin American Citizens is currently facing nationally.

Report gives an account of the current legal matters and cases affecting League of United Latin American Citizens as well as the impeachment proceedings against Joe Benites.

Texas Department of Public Safety Accident Report form completed by Kathy Herrera. The accident occurred on February 17, 1972.

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.