Accepted Papers - 3.pdf - UNESCO
Accepted Papers - 3.pdf - UNESCO
Accepted Papers - 3.pdf - UNESCO
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slope due to atmosphere precipitation.<br />
• In 1999 downfalls of Nurek’s HPS foundation<br />
were formed that already during more than 25 years<br />
testing rise of deformation. The reason is carts –<br />
formation and washing out of salt layers by surface<br />
and underground waters.<br />
It can be mentioned that actually all these<br />
accidents in some measure are connected with<br />
climate phenomena clearer with their sharp<br />
vibration. It proves that hydropower is vulnerable,<br />
first of all not to stable changes of climate, but to its<br />
occasional fluctuations.<br />
In purpose of number estimation of hydro –<br />
power vulnerability degree as the first very<br />
approximates the following dependences can be<br />
proposed:<br />
• For estimation of vulnerability directly only<br />
from climatic factors change:<br />
V cl. = P n = 0,9999 10 = 0,999;<br />
P – probability of hydropower construction (objects)<br />
normal work in conditions of stable unchanged<br />
climate with rated characteristics of climatic factors.<br />
For our case P = 0,9999<br />
1<br />
1 − = 0,<br />
9999<br />
10000 ;<br />
n – multiples increasing possibility of rising rated<br />
parameters of climatic factors (as the stables so<br />
occasional). We conditionally accept for our case n<br />
= 10.<br />
• For estimation of vulnerability directly only<br />
from technical condition of<br />
hydropower object (from degree of their way out):<br />
V<br />
tech<br />
T 10<br />
= 1 − = 1−<br />
=<br />
t<br />
25<br />
SERVICE<br />
0,<br />
6;<br />
Where :<br />
T – actual term of exploitation more vulnerable<br />
elements of energy – system – technical equipment<br />
without normative through repairs. In our case T =<br />
10 years.<br />
t service – normative term of technological equipment<br />
service without thorough repairs. For HPS t service =<br />
472<br />
25 years.<br />
• For estimation of energy – system vulnerability<br />
connected with its functional<br />
features, first of all with regimes of work:<br />
W 14,<br />
4 3<br />
r−<br />
s<br />
km<br />
V = = = 0,<br />
23<br />
W 61,<br />
8<br />
;<br />
flow<br />
3<br />
km<br />
Where:<br />
W r-s – total volume of system regulating reservoirs.<br />
W flow – average - annual volume of river flow,<br />
forming on all water – gathering area of republic.<br />
Meaning “V” – factor of vulnerability<br />
nominated and changes for all there cases from 1 –<br />
that corresponds non-practical vulnerability or<br />
absolute degree of adaptation, up to O – that<br />
corresponds absolute vulnerability or zero degree<br />
of adaptation. Execution of estimation confirm made<br />
earlier stated conclusions that hydropower<br />
vulnerability of Tajikistan now is, determined by<br />
its technical descriptions: by insufficient volume of<br />
reservoirs and way out degree, that eguals 0,6 – this<br />
is it approaches to state of neutrality degree (0,5),<br />
when probability of normal work and accident are<br />
equal.<br />
In common case all objects of hydropower<br />
subjected to influence of climatic changes can be<br />
divided on two groups. These are resource base of<br />
hydropower and objects of system itself, its<br />
constructions.<br />
The resource base of Tajikistan power industry,<br />
as shown earlier, now end in really invisible<br />
perspective is hydropower. Here it is necessary to<br />
mention two moments.<br />
First taking into account that now resources of<br />
hydropower are used only not more than 5%, one<br />
can be confident that at any possible changes of<br />
climatic, hydropower will be always able to provide<br />
any development strategy of republic, both in case<br />
of orientation on own consumption and on export.<br />
Second as shown above, not change of absolute<br />
hydropower stocks, but if it is possible to express,<br />
their quality, under which is understood, first of all,<br />
vibration of hydrological parameters of river flow<br />
– many years, seasonal occasional are the most<br />
important for considered problem.<br />
Object of power system itself are characterized<br />
by their parameters and features, the mains of which