Deterministic Methods in Systems Hydrology - Chapter 6 ppsx

... 0 .6. 26 0.1 260 0.00 36 0.1381 14 12 0.37 76 0. 462 3 0.0085 0.1412 16 13 0.37 76 0.3478 0.0070 0.1435 16 14 0.37 76 0.4118 0.0083 0.1 464 16 16 0.37 76 ... 0.0 061 0.1405 16 17 0.37 76 0.9543 0.00 86 0.1305 15 19 0.37 76 0.3 479 0.0074 0.1407 16 20 0.37 76 0.42 56 0.0083 0.1 461 16 Prototy...

Ngày tải lên: 10/08/2014, 01:21

... DETERMINISTIC MODELS 163 8.1 Non-linearity in hydrology 163 8.2 The problem of overland flow 169 8.3 Linearisation of non-linear systems 178 8.4 Non-ling black-box analysis 188 ... 232 - 16 - Unit impulse function Linear system 1.3 LINEAR TIME-INVARIANT SYSTEMS As in all approaches in applied analysis, the first step is to make...

Ngày tải lên: 10/08/2014, 01:21

... procedure for the determination of x and K in the classical Muskingum method is essentially a method of identifying the values of the parameters of the Muskingum - 26 - introduces into the catchment ... link infiltrating precipitation with groundwater recharge and hence with ground-water outflow. - 36 - A good example of this, is the well-known Muskingum...

Ngày tải lên: 10/08/2014, 01:21

... outside the interval of integration and consist of an infinite series in which each term refers to a definite discrete frequency. If the interval of integration is increased indefinitely, the ... on an interval from minus infinity to plus infinity with respect to a weighting function exp(-t 2 ). Thus the Laguerre polynomials have the property - 40 - Unit matrix Matrix CHA...

Ngày tải lên: 10/08/2014, 01:21

... a moving average filter in the time domain or by cut-off filter in the frequency domain (filter type S); (2) maintaining non-negativity of the ordinates of the unit hydrograph by setting all ... error 37 0.01 6. 7 21.3 14.0 31 0.08 6. 7 20.9 13 .6 27 0.15 6. 7 18.9 12.8 17 0.7 5.9 11.9 8.9 15 1.0 4.5 10 .6 7 .6 13 1.5 4.5 9 .6 7,1 11 2.3 4.7 8.8 1.0 9 3.4 5.3 7.8 6. 6...

Ngày tải lên: 10/08/2014, 01:21

... a single linear reservoir. - 89 - Lateral inflows Uniform lateral inflow routing of the remainder of the inflow through the remaining (n-1) reservoirs. This is equivalent to the inflow ... permutations of the n-reservoirs - which produce identical outputs for all possible upstream inflows. The result is true for all linear time-invariant systems, which consist of subsys...

Ngày tải lên: 10/08/2014, 01:21

... physical principles governing subsurface flow can be found in the appropriate chapters of such references as Muskat (1937), Polubarinova-Kochina (1952), Luthin (1957), Harr (1 962 ), De Wiest (1 966 ), ... soil-controlled, and for pre-ponding infiltration (Table 7.3) which is atmosphere-controlled (Kiihnel et al., 1990a, b). It can be demonstrated in all cases of initial pre-ponding c...

Ngày tải lên: 10/08/2014, 01:21

... depending on the hydraulic properties of the channel (see Appendix D). - 148 - Non - linear method of black - box analysis Inherent non - linearity A second line of approach to non-linear ... 1984 and 19 86) at the Institute of Geophysics in Warsaw. - 1 56 - Apparent unit hydrograph Linearisation of the equations for open channel flow 8.3 LINE...

Ngày tải lên: 10/08/2014, 01:21

... KSHV in the Chapter 1 26. Infections in Transplant Recipients (Part 6) PCR can be used to monitor EBV production after hematopoietic stem cell transplantation. High or increasing viral loads ... infrequent. Additional B cell–directed antibodies, including anti-CD22, are under study. The role of antivirals is uncertain because no available agents have been documented undergoing...

Ngày tải lên: 07/07/2014, 15:20

... DISTANC P0 -0 . 36 0.49 -0 .37 -0 .62 -0 . 36 -0 .44 -0 .42 -0 .45 0.73 -0 .58 -0 .45 0.37 DENSITY -0 .82 0 .61 0 .61 0 .65 0. 76 0.81 0.87 -0 .37 0.55 0.72 -0 . 56 AGRIC -0 .79 -0 .81 -0 .81 -0 .91 -0 .90 -0 .97 0.50 -0 .73 -0 . 76 ... -0 .73 -0 . 76 0.71 TELCOM 0.78 0. 86 0.83 0 .68 0.84 -0 .44 0.81 0 .65 -0 .51...

Ngày tải lên: 08/08/2014, 10:23