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