Consumtion curve : Q = a * hb |
Legenda
m - weight of flume (kg) |
Polypropylene Manhole DN 1000 for measurement of sewage water flow
mark of manhole : MS-Q / x / y/ p/ o / k / na / hs /
Certifications
- Measurement type TCM 142/95-2075 , certificated by the Czech Metrology Institute
- Certification TaZUS 090-013151 , No. 90-130148 from 16.5.2005, static construction approved
- Calibration list for each measurement manhole
- Certification of water tightness DIN 4034
1. Purpose and function of the measurement manhole
Manhole with measurement equipment is designed for determination of water flow volume in the channels with an open surface ( e.g. in the channels, tubes, partly filled pipelines, creeks). The range of measurement starts from 0,1 l/s for the smallest Parshall flume P1 up to 55 l/s for the greatest one P3.
Polypropylene manhole can be loaded with maximum weight of 260 kg on the lid ( cannot be used for the streets with car traffic). The lid of the manhole meets the standards of B125 - ČSN EN 124 class. There are two construction types, one for places with a high level of underground water table and the second one is designed for places without underground water. The maximum depth of manhole is 2 meters. Manhole is watertight (according to DIN 4034).
The flow volume is measured by using Parshall flume . The size of the flume is chosen according to its operation range.
|
|
Size of Parshall flume |
Flow (l/s) |
Type of water |
|
Qmin |
Qmax |
||
Parshall flume P1 |
0,26 |
6,2 |
Mechanically treated |
Parshall flume P2 |
0,52 |
15,1 |
Municipal sewage |
Parshall flume P3 |
0,78 |
54,6 |
Water coming into the flume is forced by a bottleneck and by a subsequent bottom dip to pass over a critical depth where it goes from river-speed motion into rapids-speed motion. Thanks to this transition from one regime to another, water flow can be measured from the water depth before the neck. Water levels are scanned either inside the gauge shaft, which is a part of the Parshall flume, or inside the axis of the inflow part of the flume. Inside the shaft, levels are gauged by a float linked by the mechanical transmission with a flow meter, or by the sensor of an electronic flowmeter. In the flume axis, levels of water are scanned by an ultrasonic sensor. The electronic flowmeter converts data about flume water depths to flow rates and volumes. The standard Parshall flume is produced without a gauge shaft.
New electronic evaluations units provide: data storing, statistic data treat and other calculations. Data can be sent to internet servers or directly to the computers as well as to the mobile phones. Some of the units can control the waste water treatment plant technology or control the valves or chlorine dosage pumps and etc.
2. Advantages
Manhole with flowmeter is convenient solution especially for places where simplicity of assembling is required. Manhole can be equipped and delivered with electronic sensor and electronic evaluation unit. Electronic equipment is fastened inside of manhole and protected for transport. Calibration is done at the production hall and so no further checking of measuring device is required. This solution of measuring is the most effective.
1.1. Manhole DN 1000
- higher speed and simplicity of design and manhole assembling on the site
- higher construction safety
- higher measurement precision
- precision of production in the factory hall is more effective than in the field
- polypropylene manhole is resistant against acids, lye or other chemical agents
1.2. Parshall flume
The Parshall flume is a measuring device of the volume flow rate with a wide variety of use. It can be installed in a stream, drainage, irrigation canal, reservoir outlet, sewer system, waste-water treatment plant, etc. Its broad applicability is mainly due to these advantages:
small energy losses ( 3-4 times smaller than in a weirs),
high insensitivity to velocity distribution profile at the inflow,
ability to withstand high degrees of submergence (up to 0,7),
velocity of flow through the flume is sufficiently rapid to prevent suspended solids sedimentation,
minimal maintenance costs,
broad range of flow measurements
long lifetime
the deviations is in the range from 3,8 % to 2,2% for minimum and maximum of flow on the level of probability
95 %
3. Technical parameters of manhole and Parshall flume
Exact hydraulic calculations for placement of Parshall flume can be done free of charge Pars aqua
( tel. + 420 736 686 159, pars@pars-aqua.cz).
Polypropylene Manhole DN 1000 is equipped with a flowmeter Parshall flume (sizes P1,P2 or P3). Inlet and outlet pipes vary from DN 200 up to DN 400 and can be attached to different pipe materials. Rectangular lid of the manhole (600/600 mm) is made of plastic and meets the class B 125 - ČSN EN 124. The ceiling of the manhole is placed 210 mm below the cup. Manhole is equipped with stainless ladder.
Construction is designed for two modes of applications :
a/ type with underground water - table
b/ type without underground water - table
ad a/ manhole with undegroud water - .type - MS - Q /water/ manhole is welded from 8 mm thick polypropylene plate. Cylinder shape DN 1000 mm is made with deviation - 10 mm. Construction is watertight according to the norm DIN 4034. The bottom of the manhole is placed 306 mm under the bottom of the inlet pipe. Strength of manhole and its resistance against the water pressure is ensured by:
- buffles placed around the cylinder |
|
ad b/ manhole without undegroud water - ..type - MS - Q /drought/ the construction is similar to the one described above but without the circumferential concrete cylinder |
Static calculations : Static calculations were made by software Nexis 32 for these parameters: - sand around the manhole r = 1800 kg/ m3 , - parameter of internal friction given by ČSN EN 12566-1 čl. 5.2.1 Ko = 0,33 - loading of the surface around the manhole 2,5 KN/m2 - loading of the lid with persons up to 260 kg - depth 2100 mm |
Picture describes mathematical results of tension and deformation. |
|
3.1. Dimensions and parameters of manhole The multiparameter signing is used for description of the manhole parameters and its dimensions, These dimension are significant for production.
|
Manhole type
MS-Q / x / y/ p / o / k / na /hs /
where :
Sort of parameter and its description |
Obtions |
|
x |
Undeground water occurrence |
- /drought/ - /water/ |
y | Type of Parshall flume | e.g - P1 - P2 - P3 |
p |
Diameter and material of inlet |
e.g. - DN 300 Bocker |
o |
Diameter and material of outlet |
e.g - DN 400 PVC |
k |
The vertical distance between IN and OUT pipes |
e.g - 50 mm |
na |
Distance between Parshall bottom and the inlet pipe bottom |
e.g - 25 mm |
hs |
Depth of manhole from edge of lid to the inlet pipe bottom |
max. - 1704 mm |
See picture above
Example for your order:
MS - Q / drought /P1/ DN 300 Bocker / DN 400 PVC / 36 mm / 45 mm /1600mm
3.2. Mechnical paramaters - metrology part
3.2.1. Parshall flume - more informations here
Consumtion curve : Q = a * hb |
Legenda
m - weight of flume (kg) |
Consumtion curve
Standard curves Q = fce (h) are given in the table and in the enclosed graphs. Parshall flume is produced with certain deviation (Metrology rules for production TCM). Influence of this differences is eliminated with using calibration method. Each Parshall flume has its own calibration list which is at the and of this booklet.
Accurasy of measurement
Flowmeter parshall flume was tested in Czech Metrology Institute and obtain certification TCM 142/95-2075 No. 2075/95/1 from 1. june 1995 (validity periodically prolonged). The deviations of measurement is in the range from 3,8 % to 2,2% for minimum and maximum of flow on the probability level 95 %.
(deviations are calculated for depth measured with deviation - 0,2 mm)
Design of Parshall flume
Right conditions at the inflow and at the outflow pipe determine its proper function. At the inflow should be river- speed motion conditions. Inserted Parshall flume raises water level and lowers speed motion . Velocity has to be high enough to prevent sedimentation of suspended solids. The placement of Parshall flume for creek-speed motion has to be hydraulically calculated (realize free of charge Pars aqua) .The streaming in front of flume should be smooth, free of whirls and undulation, to provide a well balanced speed distribution profile. For these reasons, the flume should be installed at a safe distance from the end of a curve (at least 12 W), or for the drop wall at least 30 W (depends on the depth and on the schape of floor) . Exact calculation of these distances are given at our web pages www.pars-aqua.cz. (only in czech version ). Complicated designs can be done at Pars aqua .
At the outflow end of flume , sufficient outflow conditions must be secured to prevent excessive submergence (maximum submergence ratio is listed in Tab. 1 - parameter hd/ha). Discharge equitation has to be adjusted if those values are exceeded !
Since correct functioning of the Parshall flume depends on correct hydraulic design of the track and on proper mounting, the job should be assigned to a specialist, or otherwise PARS aqua should be consulted. We are making these calculations free of charge and have established system of questionare which simply can solve design via email.
Maitanance and operations conditions
Parshall flume
The Parshall flume is designed to measure the flow of water and, consequently, although it is temperature-resistant, the water in the flume must not be allowed to freeze up. The maximum water temperature is 80 degrees Celsius. The flumes resist inorganic salt and acid solutions, alkaline solutions without too strong oxidising properties, and a majority of organic solvents. As far as operational maintenance is concerned, the flume requires once-a-year cleanups of its surface and of the float shaft and of the connecting pipe between shaft and flume. The maximum size of derbies which are able freely pass the flume is calculated as 0,8 x W ( 80 % of the throat). For greater quantities of unsolved substances, screens should be adjusted.
Manhole
Measuring manhole serve for measuring of water flow (newton¶ parameters) for channels where water do not freeze and flow with open surface. Manhole has to be placed under ground for cases where manhole is partly above the ground certain deformations can occure. These deformations do not influence precision of measurement . Device maintenance and control has to be done periodically (lag time vary case for case), then manhole has to be well ventilated to prevent occurrence of danger gases.
4. Assembling of manhole
Assembling of manhole is simple and easy. Follow the mounting steps :
- Manhole is placed with using crane on concrete bed (declination from horizontal level at maximum 5 mm/1000mm, roughness at maximum 2 mm)
- Concrete bed foundation is 306 mm under the bottom of inflow pipe, ( the design of concrete foundation depends on actual ground conditions and has to be designed by desiner of the whole project)
- Manhole¶ pipes are tightly and with sufficient strange fastened to the mains ( the system of connections is used according material of mains pipe - .see table
Material |
Type |
Systém of conncection |
fiberglass |
Hobas |
Hobas fittings for connection two pipes edges (e.g. DN 300/DN 300) - delivered with manhole |
trockery |
Keramo |
pipe silicone concrete pipe |
Concrete with rubber seal |
Beton-G |
|
concrete |
Beton |
|
PEHD |
Bockr |
Bocker fittings for connection two pipes edges (e.g. DN 300/DN 300) - delivered with manhole |
PVC |
Pipelife |
Commercially produced fittings for connection two pipes edges is used (e.g. DN 300/DN 300) - delivered with manhole |
Rehau |
The pipes connections has to be adjusted with concrete with thickness at minimum 15 cm in the lenth 50 cm at minimum.
- Concreting of manhole
- space around Parshall flume is fulfil up to the level of upper desk of Parshall flume with concrete B20
(stones diameters up to 1,5 cm) . Surface of created bench is sloped to the channel (in case of floods water
can return to the dich bed )
- circumferential concrete cylinder (external diameter 1240 mm, thickens of concrete layer 100 mm, height 810
mm) - only for manhole with underground waters
- or passages with tiles the ceiling is reinforced with layer of concrete B30 and with iron (iron network 8
mm, 100/100 mm distance)
- round is placed carefully andy symetrically (recommended layers 50cm) around the manhole so that the
forces do not shift it
- the instalation of the bracket with ultrasonic sensor is mounted to position B´ in front of the flume throat
(cross buffle at the Parshall inlet is cut off), wires leading to sensor pass the manhole wall with fitting
(water resistance IP 66 )
5. Evaluation of flow
The following types of flowmeters are usually used to convert water-depth data in the gauge profile:
a) mechanical device without a data recorder,
b) electronic device with an ultrasonic surface scanner
Mechanical flowmeter
Parshall flume can be equipped with brass ruler with cutings to the metal plate. This equipment serve only for actual flow readings and simple checking of the electronic flowmeter function. Brass ruler hs to be ordered separately
Electronic flowmeter
The electronic flowmeter is a device which consists of a scanning probe and a microprocessor-based evaluation unit. The scanning probe with an ultrasonic transmitter/receiver is placed in the flume axis in the profile B´ . The sensor is positioned above maximum water surface (vary from 20 cm to 60 cm ). The probe has to be cleaned within six months from incrustations and other impurities. The evaluation unit is usually separated and placed at the building. Some equipment has evaluation unit as a part of sensor and so the data is displayed in the manhole. Each producer has its own regulations and conditions for instalation . Nowadays flowmeters are offered in many variants (data storing, statistic data treat and other calculations, wireless data transfer to internet servers or directly to the computers as well as to the mobile phones, control of the waste water treatment plant technology or control the valves or chlorine dosage pumps and etc.
The flowmeter is not part of the Parshall flume and has to be ordered separately.
Warranty conditions
If conditions stated above are observed, the company provides Parshall flumes with a warranty period of two years from delivery date.
Calibration List
Parshall flume No. - - - - ..
according Czech metrology law 505/91 Sb.
Costumer :
Place of usage :
Measure tool : Parshall flume P - - No. - - -
Function and parameters : Parshall flume is measure tool used for determination of water flow volume in the channels with an open surface ( e.g. in the channels, tubes, partly filled pipelines, creeks or other streams). Water coming into the flume is forced by a bottleneck and by a subsequent bottom dip to pass over a critical depth where it goes from river-speed motion into rapids-speed motion. Due to this transition from one regime to another, water flow can be measured from the water depth before the neck. Water depth is measured in a certain distance B´ in front of the throat . Volume of flow is calculated using the exact mathematical formulae Q = a * hb . Parameters a, b is the matter of this calibration list.
Sort of measure tool : working measurement device ( no-legal)
Calibration method: comparison geometrical parameters with Certification TCM 142/95-2075 , approved by the Czech Metrology Institute
Used mesuring devices and its calibrations :
- steel roller, lenth 60 cm , readings 0,5 mm, deviation 0,1 mm Tajima
Certification List ČMI č. 6033-KL-D156-04 from 4. may 2004
- roller No. č. 90124, lenth 60 cm , readings 0,1 mm, deviation 0,02 mm
Certification List ČMI
Calibration Results :
Dimensions and other geometrical parameters meets the standard given by Certification TCM 142/95-2075 , approved by the Czech Metrology Institute
Average throat wideness W = cm
Consumtion curve :
Q = * h [m3/s, m ],
h - (m), depth measured at the distance cm in front of the throat
Q - (m3/s) volume of flow,
Deviation of measurement :
The deviations of measurement is in the range from 3,8 % to 2,2% for minimum and maximum of flow on the probability level 95 %, calculations of deviations are made according EAL-R2 a ČSN ISO 3354, ČSN ISO 9826, ČSN ISO 1438-1 a ČSN ISO 5168.
Calibration executed by : Ing. Jan Vrąecký, Csc , tel. + 420 736 686 159
Pars aqua Ltd, Strojírenská 260, 155 21 Praha 5
Date:
(c) 2015, PARS Aqua, s.r.o.