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that is broadened or even split into two. The PMD of a simple component is simply the DGD, usually expressed in picoseconds. In a long fiber or in a concatenation of many fiber components, the pulse-broadening phenomenon is more complicated. In this case, both the DGD and PSPs depend on the optical wavelength. Moreover, the slow drift in birefringences of different sections of the fiber cause both the DGD and PSPs to vary over time, even when measured at a constant center wavelength. For this reason, the PMD of a long fiber, or of a network incorporating long lengths of fiber, is specified as a statistical quantity. Both the mean DGD and the RMS DGD, i.e., the square root of the mean squared DGD, are used to characterize the statistical distribution of DGD; in this context, both quantities currently are used to define PMD. Using either definition, fiber PMD is found to increase proportionally to the square root of the fiber s length, so PMD is specified in ps/ km. The PSPs are assumed to vary uniformly over all states of polarization. Pulse distortion and broadening are different for a long fiber versus for a simple birefringent component. After transmission through a long fiber, pulses much shorter than the mean or RMS DGD are broken up into a distribution of pulses with an envelope that is roughly Gaussian. As shown in Figure 28.20, broader input pulses result in coarser variation of the output amplitude. When the input pulse width is greater

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Department of Interior, Washington, DC Khan, Mohiuddin A, J Zarriello and S A Baig, Stream Instability Study for New Jersey Bridges, Proceedings of First International Conference on Foundation Engineering, Texas A&M University Klaassen, G J and K Vermeer, Con uence Scour in Large Braided Rivers with Fine Bed Material, Proceedings of International Conference on Fluvial Hydraulics, Budapest, (1988) Kosicki, A and H Johanesson, The Challenges of Scour Prediction, Proceedings of First International Conference on Scour of Foundations, Texas A&M University, November 2002 Kumar, Virender, K Raju and N Vittal, Reduction of Local Scour Around Bridge Piers Using Slots and Collars, Journal of Hydraulic Engineering, Vol 125, No12, Federal Highway Administration, Washington, DC, 1999 Lagasse, P F, P L Thompson and S A Sabol, Guarding Against Scour, Civil Engineering, 65(6), 1995, 56 59.

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Manual on the Use of Rock in Hydraulic Engineering, CUR/RWS Report 169, Centre for Civil Engineering Research and Codes, Balkema, Rotterdam, 1995 May, R W P, J C Ackers and A M Kirby, Manual on Scour at Bridges and Other Hydraulic Structures, Construction Industry Research and Information Association, London, 2002 May, R, Comparison of General Scour Prediction Equations for River Crossings, Proceedings of First International Conference on Scour of Foundations, Texas A&M University, November 2002 Maynord, S T, Gabion-Mattress Channel-Protection Design, Journal of Hydraulic Engineering, Vol 121 No 7, Federal Highway Administration, 1995, pp 519 522 McCorquodale, J A Cable-tied Concrete Block Erosion Protection, Proceedings of Hydraulic Engineering Conference, San Francisco, CA, 1993 Melville, B W and Anna Had eld, Use of Sacri cial Piles as Pier Scour Countermeasures, Journal of Hydraulic Engineering, Vol 125, No 11, Federal Highway Administration, 1999 Melville, B W and R.

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7.4 Integrals of Trigonometric Expressions ......................................................................................................................................

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