19.3
WUEA report weekly page
The WUEA report weekly page shows the volumes and % loss on a weekly basis. All the volumes except for the Total,
Difference and the %Loss can generated or captured manually. The WUEA weekly report consists of the following fields:
● Week
The week number is automatically generated.
● Year
The actual year within the specific water year which is automatically generated.
● Month
The corresponding month within the actual year which is automatically generated.
● Agriculture (m3)
Water used for agriculture for the specific week which can be captured manually or
generated.
● Industrial (m3)
Industrial water used for the specific week which can be captured manually or generated.
● Municipality (m3)
Water used by municipalities for the specific week which can be captured manually or
generated.
● Household (m3)
Household water used for the specific week which can be captured manually or generated.
Household pipes with a corresponding pipe diameter are captured in WAS for each water
user. A fixed delivery volume in m3/year is captured for each pipe diameter. This volume is
converted to an average weekly volume which is used to generate the WUEA report. The
total household volume for a given water year is divided by 52.
● Downstream (m3)
Water volume that is released for a specific user downstream of the scheme.
● Other (m3)
Other water use for the specific week that does not belong to any of the previous water
usage types. This water usage type can be captured manually or generated.
● Total (m3)
Total water used per week which is the sum of all the different water usage types. This value
is calculated automatically and cannot be captured manually.
● Released (m3)
The total water released per week can be captured or generated.
● Total loss (m3)
The total loss is calculated by subtracting the total water used from the total water released
per week.
● % Loss
The % Loss per week is calculated automatically using the following equation: (Water
released – Water used/Water released)*100.
● Tail end loss (m3)
Water volume that passes over the tail end of a canal. This water can only be considered as
a water use if it is released for a specific user downstream otherwise it should be considered
as a loss.
● Tail end loss (%)
The tail end loss calculated as a percentage loss.
● Water allocation used (m3)
Total water water allocation used for the specific week.
● Water allocation avail (m3)
Water water allocation available for the specific week.
● % Used
Water allocation used calculated as a percentage.
● % Available
Water allocation available calculated as a percentage.