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PE EIE[R-Rg RESEARCH ON - HJ Andrews Experimental Forest

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model being developed under the Coniferou s<br />

Biome Program. The important underlying<br />

feature throughout the entire study will b e<br />

that all of the separately described hydrologi c<br />

processes and phenomena are interlinked into<br />

a total system . Thus, from the model, hope -<br />

fully, it will be possible to evaluate the relative<br />

importance of the various items, explore<br />

critical areas where data and perhaps theor y<br />

are lacking, and finally establish guidelines fo r<br />

the improved management of forest water -<br />

sheds .<br />

INPU T<br />

(lOVO<br />

(A)<br />

SYSTEM<br />

(KNOWN )<br />

SYSTEM SYNTHESI S<br />

OUTPUT<br />

^-TI €N NNowN 1<br />

Hydrologic Systems Analysis 3<br />

INPUT<br />

(KNOWN)<br />

SYSTE M<br />

(UNKNOWN)<br />

OUTPU<br />

T (KNOWN )<br />

The purpose of this research is to devise a<br />

technique for statistical decomposition of a<br />

hydrologic event such that system processe s<br />

such as precipitation, subsurface flow, an d<br />

evapotranspiration, which contribute to th e<br />

observed streamflow can be separated and<br />

described. This technique will therefore pro -<br />

vide one more avenue for determination of<br />

the subsurface flow process on forest soils .<br />

The technique chosen for this research is a<br />

form of systems analysis .<br />

Systems, Definitions and Basic Principles<br />

System may be defined as an aggregate of<br />

physical parts that do not change with time ,<br />

operating on an input to produce an output ,<br />

both being functions of time . The simplified<br />

representation of a watershed, given in figure<br />

2, can be considered as a system whose input<br />

is precipitation and runoff its output . Syste m<br />

"synthesis" is a technique employed when th e<br />

system is known in terms of a mathematical<br />

equation; the objective is to determine th e<br />

nature of the output for any class of inpu t<br />

(fig. 7) . In system "analysis" a syste m<br />

response function or kernel which best de -<br />

scribes a given input-output pair is derived<br />

(fig. 7) . The term "best" implies that the<br />

derived kernels are not unique . Combination s<br />

of both techniques can be used for the solution<br />

of hydrologic problems . A system can<br />

3 Authored by Z. G. Papazafiriou, Research<br />

Associate, and R . H . Burgy, Professor, University o f<br />

California, Davis .<br />

(C)<br />

(B)<br />

SYSTEM ANALYSI S<br />

MULTI-INPUT/OUTPUT SYSTEM<br />

Figure 7 . Illustration of systems .<br />

have one input and one output or many in -<br />

puts and outputs (fig. 7). A system i s<br />

"lumped parameter" if input and output ar e<br />

functions of a single variable . Otherwise, th e<br />

system is of the "distributed parameter" type .<br />

If the system response at any time, due to a<br />

given input, is uniquely determined, th e<br />

system is said to be "deterministic." If the<br />

system response is subject to uncertain influences,<br />

the system is "stochastic o r<br />

probabilistic . "<br />

A quantity z is a "functional" for the function<br />

x(t) in the interval (a,b), if it depend s<br />

upon all values taken by x(t), when t varies i n<br />

the interval (a,b) . An illustration of a functional<br />

is given in figure 8 . The output of a<br />

system is a functional of the input and, fo r<br />

the same reason, runoff is a functional o f<br />

precipitation. A system is "time invariant " if<br />

it does not change with time. Such system s<br />

can be represented by functionals . "Physically<br />

realizable" is a system whose output at time t<br />

depends only upon past values of the input .<br />

63

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