River Discharge Flowing Waters - River Discharge Application Stone river banks and bedding River width: 4,95m Water depth: from 15cm to 40cm Definition of tasks Discharge measurement in dry period to establish the river continuity. Instantaneous flow calculation from level and velocity measurement d
Revision of the EU Urban Wastewater Directive Summary by Dr.-Ing. Marie Launay / KOM S BW Find here the summary file of the Revision of the EU Urban Wastewater Treatment Directive - Main measures which is a proposal for the final directive. The contents were presented by Dr. Marie Launay at the Inte
Seepage Measurement in Dam Flowing Waters - Flood Protection 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 determi
Data The NIVUS IoT solutions support operators to monitor and control their processes. At any given time, the operator gets an enhanced overview of current, as well as historic, data of decentralized processes and the complete system. As a manufacturer of measurement data transmission systems, our t
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Flow Measurement using Transit Time Method Transit Time Method For clean to slightly polluted media Complies with IEC 60041/EN ISO 12242/EN ISO 6414 Very high measurement accuracy Average flow velocity and flow cross section are required to determine the flow Q. This leads to the general formula: Q
Discharge Measurement Discharge Measurement with Ultrasound River water applications Discharge calculation methods according to the ISO 748/2021 Quick measurement Know How River discharge refers to the volume of water passing through a river cross section in a unit of time. A classical method to est
Ultrasonic Doppler Flow Measurement Doppler Method For slight to heavily polluted media For simple applications Cost-efficient entry point into flow measurement Measurement Method Average flow velocity and flow cross section are required to determine the flow Q. This leads to the general formula: Q