Photo: Schematic illustration of multiple measurement paths Photos: Transmitter and various sensor types
Thanks to novel CFD models (Computational Fluid Dynamics) and comprehensive testing at renowned institutes, influence and behaviour of flow profiles downstream of standard disturbances could be examined. Based on the results it is now possible to integrate flow profiles downstream of elbows and other disturbances into calculation models directly in the transmitter of the measurement system. Only the type of disturbance and the distance to the measurement spot need to be specified. From these specifications the measurement automatically determines the correction factors to use. The result of the flow measurement is therefore highly accurate and can be even used together with shorter calming and intake sections.
Photo: CFD-model of a disturbance (elbow)
The new NIVUS GmbH device types allow using the transit time method both as invasive measurement and clamp- on system. Here the type of sensor used must be selected depending on the situation on the measurement place.
Highest measurement accuracy can be achieved by using a multi- path system with wetted sensors in a defined arrangement. If it is not possible to insert the sensor into the process (abrasive, corrosive or other problematic media), the sensors can be installed on the pipeline from the outside without process interruption (clamp-on measurement system).
Implementing a Measurement
Tasks of the example depicted: long-term recording of flow rate and flow velocity for archiving in a distribution system operator’s drinking water supply pipeline.
Accuracy requirements in this case are very high since the measurement place is to be used for billing purposes. A NivuFlow 600 system with invasive sensors by NIVUS GmbH was used. The sensors were inserted into the pipe by using tapping nozzles. This is how the readings could be provided to the following SCADA system with the required level of accuracy via data connection. The variety of sensors and installation material allows picking up readings at various measurement spots.
A very minimalistic approach can be followed in terms of spare parts stock: no need to stock diameter-specific parts, one measurement system for almost all pipe diameters and measurement places.
Summary
Flow measurements based on the ultrasonic transit time difference principle have not only undergone many years of extensive testing. They have also proven successful in practical use and stand out for a high level of accuracy and flexibility in terms of applicability in various measurement places. Thanks to robustness and ease of maintenance the ultrasonic transit time principle is perfectly suitable for both measuring in pipes with smaller diameters (such as process water or cooling water) as well as for permanent measurements on demanding measurement sites (such as large pipe diameters, hydro-electric plants, high process water volumes and varying media). With new-generation devices, however, the benefits of the method have been significantly extended. Among other things, measurement ranges and accuracies of flow measurements have been increased considerably.
Literature
EN ISO 6416 (2005), Messung des Abflusses mit dem Ultraschallverfahren (akustisches Verfahren)
EN ISO 748:2000 (2000), Durchflussmessung in offenen Gerinnen
Dr. Solliec, Laurent. (2013). Real time flow rate modelling in disturbed conditions from velocity profilers. Strasbourg. Technische Unterlagen der Fa. NIVUS GmbH, Eppingen (2016)
Author Contact Details Ralf Brüning Dipl.-Ing. (FH). Product Manager, Nivus GmbH • Im Täle 2, 75031 Eppingen, Germany • Tel +49 7262 91910 • Email:
ralf.bruening@
nivus.com • Web:
www.nivus.com
www.envirotech-online.com IET Annual Buyers’ Guide 2016/17
Page 1 |
Page 2 |
Page 3 |
Page 4 |
Page 5 |
Page 6 |
Page 7 |
Page 8 |
Page 9 |
Page 10 |
Page 11 |
Page 12 |
Page 13 |
Page 14 |
Page 15 |
Page 16 |
Page 17 |
Page 18 |
Page 19 |
Page 20 |
Page 21 |
Page 22 |
Page 23 |
Page 24 |
Page 25 |
Page 26 |
Page 27 |
Page 28 |
Page 29 |
Page 30 |
Page 31 |
Page 32 |
Page 33 |
Page 34 |
Page 35 |
Page 36 |
Page 37 |
Page 38 |
Page 39 |
Page 40 |
Page 41 |
Page 42 |
Page 43 |
Page 44 |
Page 45 |
Page 46 |
Page 47 |
Page 48 |
Page 49 |
Page 50 |
Page 51 |
Page 52 |
Page 53 |
Page 54 |
Page 55 |
Page 56 |
Page 57 |
Page 58 |
Page 59 |
Page 60 |
Page 61 |
Page 62 |
Page 63 |
Page 64 |
Page 65 |
Page 66 |
Page 67 |
Page 68 |
Page 69 |
Page 70 |
Page 71 |
Page 72 |
Page 73 |
Page 74 |
Page 75 |
Page 76 |
Page 77 |
Page 78 |
Page 79 |
Page 80 |
Page 81 |
Page 82 |
Page 83 |
Page 84 |
Page 85 |
Page 86 |
Page 87 |
Page 88 |
Page 89 |
Page 90 |
Page 91 |
Page 92 |
Page 93 |
Page 94 |
Page 95 |
Page 96 |
Page 97 |
Page 98 |
Page 99 |
Page 100 |
Page 101 |
Page 102 |
Page 103 |
Page 104 |
Page 105 |
Page 106 |
Page 107 |
Page 108 |
Page 109 |
Page 110 |
Page 111 |
Page 112 |
Page 113 |
Page 114 |
Page 115 |
Page 116 |
Page 117 |
Page 118 |
Page 119 |
Page 120 |
Page 121 |
Page 122 |
Page 123 |
Page 124 |
Page 125 |
Page 126 |
Page 127 |
Page 128 |
Page 129 |
Page 130 |
Page 131 |
Page 132 |
Page 133 |
Page 134 |
Page 135 |
Page 136