Report of Sixteenth Interagency Research Coordination Conference

Report of Sixteenth Interagency Research Coordination Conference PDF Author:
Publisher:
ISBN:
Category : Civil engineering
Languages : en
Pages : 390

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Notes on Sedimentation Activities

Notes on Sedimentation Activities PDF Author:
Publisher:
ISBN:
Category : Hydrology
Languages : en
Pages : 264

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Selected Water Resources Abstracts

Selected Water Resources Abstracts PDF Author:
Publisher:
ISBN:
Category : Hydrology
Languages : en
Pages : 760

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Technical Reports Awareness Circular : TRAC.

Technical Reports Awareness Circular : TRAC. PDF Author:
Publisher:
ISBN:
Category : Science
Languages : en
Pages : 516

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Cities and Their Vital Systems

Cities and Their Vital Systems PDF Author: Advisory Committee on Technology and Society
Publisher: National Academies Press
ISBN: 9780309037860
Category : Social Science
Languages : en
Pages : 1298

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Cities and Their Vital Systems asks basic questions about the longevity, utility, and nature of urban infrastructures; analyzes how they grow, interact, and change; and asks how, when, and at what cost they should be replaced. Among the topics discussed are problems arising from increasing air travel and airport congestion; the adequacy of water supplies and waste treatment; the impact of new technologies on construction; urban real estate values; and the field of "telematics," the combination of computers and telecommunications that makes money machines and national newspapers possible.

Minimizing Roadway Embankment Damage from Flooding

Minimizing Roadway Embankment Damage from Flooding PDF Author: J.-L. Briaud
Publisher:
ISBN: 9780309389730
Category : Flood damage
Languages : en
Pages : 104

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This state-of-the-practice report highlights how the transportation community is protecting roadways and mitigating damage from inundation and overtopping. In the absence of standard guidance, this report highlights major issues and design components specific to roadway embankment damage from flooding. It documents the mechanics of damage to the embankment and pavement, and the analysis tools available. The probable failure mechanisms are identified and various design approaches and repair countermeasures are highlighted. The information presented in the synthesis is based on a review of the related literature, a survey of current practice, and a series of telephone interviews with state departments of transportation. Examples of failures and repair techniques are illustrated through 14 case examples gathered from six states. The findings suggest that minimizing damage to roadway embankments can be tackled by altering the embankment design and slope protection techniques or altering the stream course, or both. The success of an approach is site-dependent because an approach that serves its intended design purpose at one site does not necessarily work at another site. To arrive at an adequate design, the following factors should be considered: hydrologic and hydraulic factors, geological and geotechnical factors, legal and funding aspects, and risk. Ideally, it is the combination of the probability of failure and the value of the consequence or risk that can most effectively guide the decision.

River dyke failure modeling under transient water conditions

River dyke failure modeling under transient water conditions PDF Author: Wilmer Ferney Morales Peñuela
Publisher: vdf Hochschulverlag AG
ISBN: 3728136301
Category : Science
Languages : en
Pages : 436

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Knowledge of the performance of river dykes during flooding is necessary when designing governmental assistance plans aimed to reduce both casualties and material damage. This is especially relevant when floods have increased in their frequency during the last decades, together with the resulting material damage and life costs. Most of previous attempts for analyzing dyke breaching during flooding have neglected to consider the soil mechanics component and the influence of infiltration and saturation changes on the failure mechanisms developed in the river dyke. This research project aimed to fill that gap in knowledge by analyzing, in a comprehensive manner, the effect of transient water conditions, represented by successive flood cycles, on the seepage conditions and subsequent breaching of dykes. Therefore, three key sub-projects were carried out: • the analysis of the results from an overflow field test, • the physical modeling of small-scaled models under an enhanced gravity field, • the numerical modeling of the flow response and the resulting stability of both the air- and water-side slopes. The results from the numerical simulations matched accurately with the results obtained with the centrifuge modeling, including the prediction of local instabilities during the flood cycles for those dykes that did not include a toe filter.

Innovative Methods for Levee Rehabilitation

Innovative Methods for Levee Rehabilitation PDF Author: Edward B. Perry
Publisher:
ISBN:
Category : Dikes (Engineering)
Languages : en
Pages : 144

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Hydraulics of Bridge Waterways

Hydraulics of Bridge Waterways PDF Author: Joseph N. Bradley
Publisher:
ISBN:
Category : Bridges
Languages : en
Pages : 132

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Recent Library Additions

Recent Library Additions PDF Author:
Publisher:
ISBN:
Category : Engineering
Languages : en
Pages : 472

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