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drain current will always be equal to the source current. However, source current does flow through the source resistor RS, creating a positive voltage at the top of this resistor. Now, since the common-source FET s source is shared by both the drain and the gate circuits, and the gate will always be at zero volts with respect to ground since no gate current equals no voltage drop across RG the gate is now negative with respect to the common source. This allows the FET to be biased at its Class A, AB, or B Q points, depending on the value chosen for RS, while a capacitor can be inserted across RS to restrain the bias voltage to a steady DC value.

Single gene disorders (15 20%) Chromosomal abnormalities (5%) Teratogens (either maternal illness, infection, drugs, or chemicals; 10%) Unknown (60 70%) 0.7% of all live births; however, it is more common among abortuses and stillbirths (up to 50%) Most do not survive to term. If they do, they are often with congenital abnormalities (with multiple organ system involvement), growth deficiency, and mental retardation No. While it will produce the same pattern of malformations, there is significant variability Nondisjunction Unequal recombination Inversion 283

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Baig, Salim M., Anello F. Monaco and J. C. Patel, Screening of Bridges in New Jersey for Scour, Journal of Hydraulic Engineering, 1993. Best Management Practices for Erosion and Sediment Control, FHWA- FLP-94-005, Federal Highway Administration, 1995. Bridge Design Manual, New Jersey Department of Transportation, 2002. Bridge Inspectors Reference Manual, NHI 03-001, Federal Highway Administration, 2002. Bridge Scour and Stream Instability Countermeasures, HEC No. 23, Federal Highway Administration, 1997. Bureau of Structural Evaluation, New Jersey Bridge Scour Evaluation Program Stage II, New Jersey Department of Transportation, 1994. Chow, V T., Open Channel Hydraulics, McGraw-Hill Book Co, New York, NY, 1959. . Circular 9, 3rd Edition, Report No. FHWA-IF-04-016, Federal Highway Administration, 2005. Commentary to AASHTO Manual for Condition Evaluation of Bridges. Countermeasures, Journal of Hydraulic Engineering, Circular, Number 23, Federal Highway Administration, 1998. Davis, S. R., J. E. Pagan, Ortiz and Linda Kelbaugh, Streamlining the Permit Approval Process for the Installation of Scour Countermeasures at Bridges, Journal of Hydraulic Engineering, 1993. Debris Control Structures Evaluation and Countermeasures, The Journal of Hydraulic Engineering, Circular No. 9, 2006. Design of Riprap Revetment, Journal of Hydraulic Engineering, Circular Number 11, Federal Highway Administration. Determination of Unknown Subsurface Bridge Foundations, NCHRP Report No. 21-5, Geotechnical Guideline No. 16, Federal Highway Administration, 1998. Elias, Victor, Strategies for Managing Unknown Bridge Foundations, FHWA-RD-92-030, Federal Highway Administration, U.S. Department of Transportation, February 1994, Washington, DC. Evaluating Scour at Bridges, 4th Edition, HEC No. 18, Federal Highway Administration, 2001. Evaluating Scour at Bridges, Journal of Hydraulic Engineering, Circular Number 18, Federal Highway Administration, 1996. Federal Coding Guide, Federal Highway Administration, 1994. Hamill, Les, Bridge Hydraulics, E & FN Spon, London & New York, 1999. History of Bridge Scour Research and Evaluations in the U.S., E. V. Richardson, American Society of Civil Engineers, 1999. Horne, W. A., Evaluating Unknown Bridge Foundations, Is It Worth It Proceedings of the International Water Resources Engineering Conference, Memphis, Tennessee, August 3 7, 1998. Hunter, D. S., M. A. Hixon and Salim M. Baig Comparisons of Two Methods of Screening Bridges for Scour, Journal of Hydraulic Engineering, 1993. Lagasse, P. F., L. W. Zevenbergen, J. D. Schall and P. E. Clopper, Bridge Scour and Stream Instability Countermeasures Experience, Federal Highway Administration, 2001. LRFD Design Manual, Part 4, 7, Pennsylvania Department of Transportation. Load Resistance Factor Design (LRFD) Bridge Design Speci cations, American Association of State Highway and Transportation Of cials, 1998. Manual for Condition Evaluation of Bridges, 1994 including all Interims, American Association of State Highway and Transportation Of cials.

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To generate a sequence of pseudorandom numbers, you will use the Random class. Sequences of random numbers are useful in a variety of situations, including simulations and modeling. The starting point of the sequence is determined by a seed value, which can be automatically provided by Random or explicitly specified. Random defines these two constructors: public Random( ) public Random(int Seed) The first version creates a Random object that uses the system time to compute the seed value. The second uses the value of Seed as the seed value. Random defines the methods shown in Table 21-14.

Appendix C: