The dam /

Includes bibliographical references.

The Beaver County legal journal.

"Comprising all the advanced reports of the opinions of the several courts of Beaver County, Pennsylvania."

Structural behavior analysis, Canyon Ferry Dam, 1951-1963,

"[Dams Branch] report no. DD-4."

Structural behavior analysis, Glen Canyon Dam, for Oct. 5, 1964 and February 20, 1965.

Mode of access: Internet.

Relief Well Rehabilitation Options in Chief Joseph Dam Right Abutment Drainage Tunnel

This report summarizes the data, observations, methods, assumptions, and decisions for the design of the Relief Well Rehabilitation Project in the Right Abutment Drainage Tunnel at Chief Joseph Dam. Chief Joseph Dam (CJD) is a dam on the Columbia River and is owned and operated by the U.S. Army Corps of Engineers (USACE). It is the second only to Grand Coulee dam as the largest producer of hydropower in the United States. The right abutment drainage tunnel contains wooden stave relief wells. Water flows from these wells which reduces the hydrostatic pressure in the right abutment of the dam. The 22 wells in the floor of the tunnel are 60 years old and are in need of rehabilitation. The objective of this project is to control the groundwater gradient, prevent the movement of sediment, stop total screen collapse, and prevent initiation of backwards erosion and piping in the abutment. The rehabilitation solution is to install new stainless steel screens into the existing wells, backfill the annular space between the old wooden screen and the new stainless steel screens with a 3/8-inch pea gravel filter pack, and install a new top cap to hold the new screen in place. This report documents the data, observations, and methods used to complete the final design. During tunnel inspections USACE geologists observed dislodged end plugs and evidence of sediment movement out of the formation. The relief wells have historically high flows between 6,000 gallons per minute (gpm) to 9,000 gpm. New screens are designed based on as-built data and historic tunnel flow. The new screens are 8-in diameter, 100 slot (0.10-inch) screens. We found that screen diameter and slot size would provide adequate transmitting capacity for most of the relief wells. The filter pack gradation is based on descriptions from foundation construction reports. I found that 3/8-inch pea gravel is appropriate for the abutment material. During design, I also considered an option to install the screens into the relief wells without filter pack. I eliminated this option because it did not meet our rehabilitation objective to prevent total failure of the wooden screens.

Dam break wave of thixotropic fluid

Thixotropy is the characteristic of a fluid to form a gelled structure over time when it is not subjected to shearing, and to liquefy when agitated. Thixotropic fluids are commonly used in the construction industry (e.g., liquid concrete and drilling fluids), and related applications include some forms of mud flows and debris flows. This paper describes a basic study of dam break wave with thixotropic fluid. Theoretical considerations were developed based upon a kinematic wave approximation of the Saint-Venant equations down a prismatic sloping channel. A very simple thixotropic model, which predicts the basic theological trends of such fluids, was used. It describes the instantaneous state of fluid structure by a single parameter. The analytical solution of the basic flow motion and theology equations predicts three basic flow regimes depending upon the fluid properties and flow conditions, including the initial degree of jamming of the fluid (related to its time of restructuration at rest). These findings were successfully compared with systematic bentonite suspension experiments. The present work is the first theoretical analysis combining the basic principles of unsteady flow motion with a thixotropic fluid model and systematic laboratory experiments.

Fig. 2. Lithology, water and total carbon content, cumulative grain-size distribution, and quartz, feldspar, and mica contents of core sequence Lz1013 from south-western Beaver Lake

A 100 cm long sediment sequence was recovered from Beaver Lake in Amery Oasis, East Antarctica, using gravity and piston corers. Sedimentological and mineralogical analyses and the absence of micro and macrofossils indicate that the sediments at the base of the sequence formed under glacial conditions, probably prior to c. 12 500 cal. yr BP. The sediments between c. 81 and 31 cm depth probably formed under subaerial conditions, indicating that isostatic uplift since deglaciation has been substantially less than eustatic sea-level rise and that large areas of the present-day floor of Beaver Lake must have been subaerially exposed following deglaciation. The upper 31 cm of the sediment sequence were deposited under glaciomarine conditions similar to those of today, supporting geomorphic observations that the Holocene was a period of relative sea-level highstand in Amery Oasis.

How has the Grand Ethiopian Renaissance Dam changed the legal, political, economic and scientific dynamics within the Nile Basin? : Editors’ Introduction

Peer reviewed

Structure et évolution du pergélisol depuis le Pléistocène Tardif, Beaver Creek, Yukon

Le site routier expérimental de Beaver Creek (62º 20’ 20’’ N – 140º 50’ 10’’ O) est sis sur la moraine de Beaver Creek pré datant le Dernier Maximum Glaciaire. Dans un périmètre d’un kilomètre carré, son relief, sa végétation, son sol et sa cryostratigraphie ont été étudiés avec une perspective géosystémique, afin d’en détailler la catena et sa structure. Ensuite, la cryostratigraphie a été interprétée pour suggérer un modèle d’évolution du paysage. Enfin, les changements récents y ont été intégrés en vue d’actualiser la tendance évolutive du géosystème. Il ressort de cet ouvrage que la durabilité du pergélisol est fortement appuyée par la présence des milieux humides dans les replats. Quelques affleurements de la moraine sont toujours visibles, quoique faiblement exprimés. Ils contiennent peu de glace et leur teneur en matière organique est mince. Quant aux dépressions, elles sont peu profondes et étendues. Non seulement elles ont hérité des sédiments érodés des crêtes, mais elles ont aussi fixé une quantité importante de glace et de matière organique par le truchement d’un pergélisol syngénétique (>15 m) généré par le climat et protégé par l’écosystème. Au moins un évènement de thermo-érosion est survenu avant le dernier stade d’aggradation syngénétique (Holocène), mais il n’a été que partiel. L’actuel réchauffement climatique menace d’engager un autre épisode de dégradation à l’échelle du bassin versant. Contrairement au changement climatique, l’utilisation du territoire provoque déjà la dégradation du pergélisol, mais de manière localisée seulement.