| Summary: |
The existence of Progo River become one of the resources for citizen in DIY who
live arround it. The citizen make Progo river as their livelihood and resource for
their daily live as for irigation, sand mining, drinking, launder, and forth.
Therefore, the attention of water flow rate monitoring should be given.
Outpouring rain data and water flow rate data is the data collection needed for
hidrology analysis. The problem occur in the field usually is about the availability
of water flow rate data which is needed in a range of time, thus it become an issue
which usually found in hidrology analysis. The limit of water flow rate data can
be avoided by applying a suitable model approachment with the DAS condition
for predicting the available water flow rate data. On of the transformation
methode from outpouring rain data to water flow rate data through DAS system is
by using Nakayasu Method. This research done by doing analysis on direct
overflow Nakayasu method with the observation located in DAS Borobudur
which is sub-DAS Progo. The location is in AWLR Borobudur station and the
data used is outpouring rain data from 20 January 2012 to 24 January 2012. The
esential things that need to be observed in assembling synthetic unit hidrograf
Nakayasu in sub-DAS progo upper course is adjusting the parameters from the
equation needed so the desire observation model produce estimation which close
to unit hidrograph observation. The purpose of this research is to produce
Nakayasu method hidrology parameters if it is applied in upper course sub-DAS
Progo. The modification of Nakayasu equation should resemble synthetic unit
hidrograf Nakayasu thus with looking at corelation coefficient and determiner
coefficient (R2). The modification performed is the modification on tg equation
and the modification on Qa, Qd1, Qd2, Qd3 equation
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