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The engineer is required to obtain all applicable permits for the proposed work Other agencies may include, but are not limited to: Army Corp of Engineers (ACOE) State DOT State Department of Environmental Protection State Department of Conservation and Natural Resources Local soil conservation and sediment control National Park Service Detailed constructability issues: Scour depth should be measured from a reference line 1 ft above the top of footing If eroded elevation is located at a higher elevation than 1 ft above the top of footing, the higher elevation will be considered For placing riprap, excavation to the design depth should be carried out The depth of riprap should be at least below the contraction scour depth If considerable erosion has already taken place and the riverbed elevation is below the top of the footing, hydraulic analysis should be based on the new channel pro le by considering the new opening size The same type of armoring countermeasures should be used for abutments and piers for economy and ease of construction Armoring should not be mixed; ie, if gabions are selected, then they should be used for the whole bridge site However, armoring can be combined with a structural CM or river training The types of countermeasures to be used will depend upon the bed materials under the bridge

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For existing bridges that are scour critical, the following types of structural countermeasures will be investigated: Foundation strengthening by structural repairs and pumping concrete under the footing Driving sheet piling in front of abutment and pier as a shield Sheet pile can be cut at streambed level Constructing a reinforced concrete apron wall attached to exposed face of footing Underpinning of foundation Providing a curtain wall in front of pile caps Providing timber fenders around piers for damage against ice and ship collision Sacri cial piles to reduce velocities Pier shape modi cation if required

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Jitter is one of the most confusing aspects of digital video and audio, and this confusion carries over to Blu-ray Disc Even the experts disagree about its effects Part of the problem is that jitter means many things, most of them quite technical Modern episodes of Star Trek come closest to providing a comprehensive definition Since it s not very dramatic to say, Captain, we have detected jitter! crew members instead say, We have encountered a temporal anomaly! In general terms, jitter is inconsistency over time

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Some of the common types of countermeasures include riprap, gabion baskets, concrete blocks, and sheet piling Harnessing the river to reduce ood velocities may also be used Armoring/shield countermeasures such as riprap on geotextile lters, gabion baskets, and articulated or cable-tied blocks on geotextile lters will be considered as alternates A lter is required unless the riprap or armor lining has a thickness of at least three times the D50 size of the riprap Detailed design guidelines for geotextiles are available in the following publication: FHWA Publication HI-95-038 by Holtz DH, Christopher BR and Berg RR, 1995 Geosynthetic Design and Construction Guidelines , FHWA, Washington DC Flowchart for the design of riprap at bridge piers: D50 Median riprap diameter

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If the projected (computed) scour is small or negligible, theoretically a design of a formal countermeasure will not be required Such cases are: 1 When a spread footing is located or placed on bed rock or when a spread footing is located or placed below the total scour depth 2 When an additional pile length equal to the projected scour depth is provided 3 When pile stiffness exceeds the minimum required and the exposed length of pile due to erosion can safely act as a long column Although a minor surface erosion of soil occurrence will not cause a danger to footings, a soil cover or protection to the concrete footing or piles is still required An adequate soil cover needs to be maintained for: Frost resistance (minimum frost depth requirement) As-built cosmetic appearance Unforeseen error in the scour analysis data or computations 5 There are several CMs used for the protection of bridge abutments by different state departments of transportation and federal agencies Two typical approaches for protecting bridge abutments from scour are: Mechanically stabilizing the abutment slopes with riprap, gabions, cable-tied blocks, or grout lled bags, or Aligning the upstream ow by using guide banks, dikes or spurs, or in-channel devices such as vanes and bend way weirs Underpinning method using mini piles and additional pile cap

When most people speak of jitter, they mean time jitter, also called phase noise, which is a time-base error in a clock signal deviation from the perfectly spaced intervals of a reference signal Figure 210 compares the simplified square wave of a perfect digital signal to the same signal after being affected by factors such as poor-quality components or poorly designed components, mismatched impedance in cables, logic-level mismatches between integrated circuits (ICs), interference and fluctuations in power supply voltage, radiofrequency (RF) interference, and reflections in the signal path The resulting signal contains aberrations such as phase shift, high-frequency noise, triangle waves, clipping, rounding, slow rise/fall, and ringing The binary values of the signal are encoded in the transition from positive voltage to negative voltage, and vice versa In the distorted signal, the transitions no longer occur at regularly spaced intervals Figure 210 Effects of Interface Jitter

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