Investigation of precipitation volumes for billing purposes within a water association consisting of several communities. Setup of 7 precipitation measurement spots to detect stormwater volumes. Transmission of detected data to central access point via GPRS desired.
In a pit water purification system it was necessary to detect the discharge volumes. The operator wanted a regular and automatic transmission of readings. On the selected measurement place no mains power connection was available. Due to the risk of vandalism, it was not planned to install a switching cabinet.
See the NIVUS solution for this measurement task here.
Application: Segmented rectangular channel, 3 m width. Part filled. Rectangular channel made of concrete. Channel with dry weather flume and side space.
Definition of Task: Metrologic inspection of throttle equipment according to German self-control ordination (EKVO). Verification of approved pipe volume of Q = 10 l/s (readings must not vary by more than 20 % from reference value).
Definition of Task: Metrologic inspection of flow measuring equipment according to German self-control ordination (EKVO). Inspection of flow measurement at relevant discharge point according to German regulations.
Application: Rectangular channel 20 x 5 m (w x h). Part filled. Walls and bottom made of concrete. High oxygen content up to 10 mg/l and temperature layers in the medium.
Investigation of precipitation volumes for billing purposes within a water association consisting of several communities. Setup of 7 precipitation measurement spots to detect stormwater volumes. Transmission of detected data to central access point via GPRS desired.
Rectangular concrete channel, approx. 2.5 x 2.5 m (w x h). Part filled. Impoundage shield installed later in the channel with inverted syphon and EMF DN 800.
Application: Rectangular channel, 6 m width. Part filled. Simultaneous overflow from several chambers into one common channel. Short calming section upstream of measuring point.
Application: Closed stormwater overflow in channel network. Manhole entry in the middle of a road, difficult accessibility conditions. Ex zone 1. No mains power supply available.
Application: Drainage line DN 300 of leisure park. Part filled. Concrete drainage line in ailing condition. High discharge dynamics and turbulent discharge due to upstream feed pump. Ex Zone 1.
Application: Structured U profie made of concrete, 2.5 x 2.5 m (w x h) with dry weather channel. Partially filled. Very high discharge dynamics. Risk of sedimentation during nighttime.
Application: Trapezoid channel 1.5 x 0.5 m (w x h). Partially filled. Concrete channel bottom, embankment reinforced with water engineering stones. Remote measurement place.
Trapezoid channel 7.0 x 3.0 m (w x h). Partially filled. Concrete channel bottom, embankment reinforced with water engineering stones. Upstream adjustable water separator.
Application: Multi-stage container plant. Chamber size 2.4 x 2.9 x 12.2 m (w x h x d). Aerated, limed groundwater with approx. 80 mg/l iron ochre contents. Built-in lamella filters.
Application: Dam wall 130 years old, approx. 500 m length, made of quarry stone with clay core. Gallery inside of dam wall to check seepage volumes. Seepage volumes ranging from ml/s to l/s. Currently seepage water volumes are manually determined once per week.
Application: Steel pipeline DN 500. Fully filled. Groundwater without any pollution. Measurement system permanently immersed. due to short calming section.
Application: 8 rectangular concrete channels, partially operating parallel. Dimensions between 2.0 x 2.0 m and 3.0 x 2.0 m (w x h). Permanently full filled at measurement spot. Surface water taken from large river. Control slide gates downstream.
Application: Rectangular concrete channel 2.5 x 1.5 m (w x h). Part filled. Pit water purification system of a brown coal surface mining plant. Medium with high solid contents (iron ochre).
Continuous measurement of sludge coming from a digestion tower and being pumped through a heat exchanger. Required to detect possible blockage or reduced pump performance and to ensure permanent heat supply for the WWTP social areas.