Properties
For this adapter, some optional properties can be configured
parameterSeriesFile
When this property is configured, the adapter will read a pi xml file and will extract the first non missing value for each time series and will replace the values in the .ini file that matches the key of the parameter of that time series.
For example the value 48.0 will be taken from the next time series file and used to write "URBS_IL=48.0" to the urbs.ini file instead of the value taken from the PiParameters.xml file.
This is only done for the "Initial Dam Volumes and Levels", "Catchment and Channel Routing Parameters" and "Rainfall Runoff Parameters" sections in the .ini file.
<?xml version="1.0" encoding="UTF-8"?>
<TimeSeries xmlns="http://www.wldelft.nl/fews/PI" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xsi:schemaLocation="http://www.wldelft.nl/fews/PI http://fews.wldelft.nl/schemas/version1.0/pi-schemas/pi_timeseries.xsd" version="1.10">
<timeZone>10.0</timeZone>
<series>
<header>
<type>instantaneous</type>
<locationId>tweed_uki</locationId>
<parameterId>URBS_IL</parameterId>
<ensembleId>IFD</ensembleId>
<ensembleMemberIndex>0</ensembleMemberIndex>
<timeStep unit="second" multiplier="86400"/>
<startDate date="2018-05-21" time="10:00:00"/>
<endDate date="2018-05-24" time="10:00:00"/>
<missVal>-99.0</missVal>
<stationName>tweed_uki</stationName>
<lat>-28.46995606962717</lat>
<lon>153.2671548515222</lon>
<x>153.2671548515222</x>
<y>-28.46995606962717</y>
<z>0.0</z>
<units>mm</units>
</header>
<event date="2018-05-21" time="10:00:00" value="-99.0" flag="8"/>
<event date="2018-05-22" time="10:00:00" value="48" flag="0"/>
<event date="2018-05-23" time="10:00:00" value="40" flag="0"/>
<event date="2018-05-24" time="10:00:00" value="-99.0" flag="8"/>
</series>
</TimeSeries>
locationParameterSeriesFile
When this property is configured, the adapter will read a pi xml file and will extract the first non missing value for each time series and will replace the values in the .ini file that matches the key of the location of that time series.
For example the value 48.0 will be taken from the next time series file and used to write "URBS_IL=48.0" to the urbs.ini file instead of the value taken from the PiParameters.xml file.
This is only done for the "Initial Dam Volumes and Levels" section in the .ini file.
vecFile
a vec file can be configured which will get the "URBS_VEC_TAGS" group from the Parameters.xml and will replace the corresponding tags is the specified vec file with the values of the parameter.
When "URBS_ASTERISKS" group is defined in Parameters.xml all %ASTERISK_<x>% tags will be replaced with an * where the <x> corresponds to one of the values in the string value of "URBS_ASTERISKS" parameter, separated by /
<group id="URBS_VEC_TAGS" name="URBS Vec tags" readonly="false">
<model>Subcatchments</model>
<parameter id="VEC_B0" name="VEC_B0">
<description>URBS_VEC_B0</description>
<stringValue>27.5</stringValue>
</parameter>
<parameter id="VEC_BR" name="VEC_BR">
<description>URBS_VEC_BR</description>
<stringValue>0.875</stringValue>
</parameter>
<parameter id="VEC_BC" name="VEC_BC">
<description>VEC_BC</description>
<stringValue>0.23</stringValue>
</parameter>
<parameter id="VEC_BM" name="VEC_BM">
<description>VEC_BM</description>
<stringValue>1</stringValue>
</parameter>
</group>
<group id="URBS_ASTERISKS" name="URBS_ASTERISKS">
<model>Subcatchments</model>
<parameter id="URBS_ASTERISKS" name="URBS_ASTERISKS">
<description>URBS_ASTERISKS</description>
<stringValue>1/3</stringValue>
</parameter>
</group>
River KNOCKLOFTY
MODEL: SPLIT
{Developed by Terry Malone on 08/10/2009}
USES: L, E*1, U*1, I*0.1
{The default parameters are for information only}
DEFAULT PARAMETERS: alpha = 0.2 m = 0.8 beta = 2.5 n = 1 x = 0
DEFAULT PARAMETERS: K24 = 0.993
CATCHMENT DATA FILE = knocklofty.dat
Factor = 1
INPUT. Newcastle_br
PRINT.Newcastle_br_G: B0=12.5 {12} Br=0.875 {0.825} BC= 0.25 BM = 1.0
STORE.
INPUT. nire
PRINT.Nire_G:B0=5.0 Br=0.875 BC= 0.2 BM = 1.0
GET.
ROUTE THRU #14 L = 2.63 Sc = 0.0005
ADD RAIN #14 L = 2.63 Sc = 0.0005
{PRINT.Ballydonagh: Br=0.9 BC= 0.2 BM = 1.0}
STORE.
RAIN #109 L = 5.84 Sc = 0.0273
GET.
ROUTE THRU #110 L = 1.22 Sc = 0.0019
ADD RAIN #110 L = 1.22 Sc = 0.0019
ROUTE THRU #15 L = 1.58 Sc = 0.0005
ADD RAIN #15 L = 1.58 Sc = 0.0005
PRINT.KNOCKLOFTY*
PRINT.KNOCKLOFTY_G : B0=%VEC_B0% {12} Br=%VEC_BR% {0.85} BC=%VEC_BC% {0.25} BM =%VEC_BM%
end of catchment data file.
4 PLUVIOGRAPHS:
LOCATION. suir014
1 SUBAREAS: 14
LOCATION. suir015
1 SUBAREAS: 15
LOCATION. suir109
1 SUBAREAS: 109
LOCATION. suir110
1 SUBAREAS: 110
END OF PLUVIOGRAPH DATA.
{3 rating station:}
{location. newcastle_br_G*1.1}
{location. nire_G*0.7}
{location. KNOCKLOFTY_G*1.1}
{end of rating stations.}
3 gauging station:
location. newcastle_br_G%ASTERISK_1%
location. nire_G%ASTERISK_2%
location. KNOCKLOFTY_G%ASTERISK_3%
end of gauging station.
