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Refer to the US Department of the Interior, US Geological Survey Guidelines Requirements for performing scour vulnerability analysis are also given in USGS procedures for scour assessment at bridges in Pennsylvania Bed material data are required Collection and processing of geomorphic, hydrologic, and hydraulic data for assessment of scour at bridges requires borehole information for soil characteristics Both boring information and grain size analysis are needed for accurate determination of scour A scour assessment rating is based on the type of bed material For example, rock can be classi ed as erodible, highly erodible, and non-erodible Observed scour rating can be computed using a computer program

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Dolby Digital Plus, also known as Enhanced AC-3, is an extension of Dolby Digital that adds a number of features to the already popular codec In particular, DD+ provides spectral coding techniques that help to improve audio reproduction at very low data rates (such as, for streaming applications), while adding a mechanism for supporting more discrete channels and higher data rates Unfortunately, Dolby Digital Plus comes with a few problems, as well First, legacy A/V receivers that support Dolby Digital via digital connections (eg, S/PDIF) will not natively support the decoding of Dolby Digital Plus Fortunately, Dolby Digital Plus can address this by down converting to legacy Dolby Digital at a high data rate (640 kbps) to preserve as much of the DD+ quality as possible If the Dolby Digital Plus stream to be converted contains more than 51 channels of audio, the channels beyond 51 are discarded during the conver18Dolby Digital can support up to 61 channels by matrixing an additional rear center channel into the left and

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24 May 2017 ... In this article I will explain with an example, how to create ( generate ) PDF file using iTextSharp and then download it in ASP.Net MVC Razor.

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NBIS in-depth substructure inspections of the substructure elements need to be peformed The purpose of the inspections is to identify levels and areas of deterioration of all structural and non-structural substructure elements in order to develop repair recommendations and details This effort also includes correlating probing measurements taken near the pier edges with the previous substructure inspections The FHWA has adopted three diving inspection intensity levels as follows: Level I: Visual, tactile inspection (100 percent swim-by at arm s length)

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Getting Started. This section explains how to add and use a PDF viewer control in your web application with ASP.NET MVC.

Level II: Detailed inspection with partial cleaning (100 percent swim-by with 10 percent cleaning) FHWA Level II: Requires that portions of the structure be cleaned of marine growth to identify possible damaged and/or deteriorated areas that may be hidden by surface growth The cleaning must be performed on at least 10 percent of all underwater elements The equipment used to inspect the majority of the bridges consists of a small boat, sounding rod, hand tools, and line tended SCUBA Level III diving inspections: Highly detailed inspection with nondestructive testing (highly detailed inspection of a critical structural element where extensive repair is contemplated)

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1 The data sought in the literature study includes: Procedures followed in the computation of depth of scour Models utilized in the computation of the depth of scour Field observation data on depth of scour of existing structures Variations used on standard models, such as HEC 18 in computing the depth of scour Success and failures of models utilized in analysis Physical parameters used in analysis of the depth of scour In uence of existing protective measures used to control depth of scour on the computed depth of scour 2 The rst part of the literature search shall discuss experience in bridge scour depths and locations The second part shall discuss the analytical process to determine various types of scour components Determination of type of scour Scour depth and scour holes Effects of overtopping 3 Selection and design of scour countermeasures, incuding: Methods for existing bridges Methods for new bridges Methods for unknown foundations Alternative evaluation: Based on condition assessment ndings, potential repair/remediation recommendations will be developed Fluctuating river elevations will be taken into account when developing repair recommendations and reviewing the construction feasibility Evaluation shall include, but is not limited to: 1 Evaluation of constructability 2 Construction staging 3 Community impacts during construction: emergency vehicle response, tourist industry, traf c delays, impacts to pedestrians and bicyclists, impacts to local business, and noise 4 Construction cost estimates shall be developed for each feasible alternative, along with the anticipated construction schedule 5 Maintenance of traf c schemes for each feasible alternative 6 Right-of-way requirements 7 Environmental impact to the waterway and endangered species

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asp.net - How to display PDF in div for a particular id using MVC ...
11 Jan 2018 ... Display PDF File as PartialView . You can not specify the return type File as PartialViewResult . Let's use the HTML 5 tag embed in partialview ...

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How To Open PDF File In New Tab In MVC Using C# - C# Corner
20 Jul 2018 ... In this post, we will learn about how to open PDF or other files in a new tab using C#. For this example, first we need to return a file from MVC ...

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