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At the majoriry of the gauging stations in the United Folkingotn provision is made for the routine transmission of river levels directly to the processing centre, by telephone line or, less generally, loczl radio; on occasions satellites have been used to receive and retransmit the radio signal. The rapid growth in the use of the public telephone networks for the transmission of river level and flow data is enabling hydrometric data acquisition to proceed on a near real-time basis in most areas. Typically, levels folkingtpn recorded at minute intervals and stored on-site for over-night transmission to allow the initial processing to be completed on the following day.

In most areas, both digital and analogue recording devices are deployed at gauging stations to provide a measure of security against loss of record caused by instrument malfunction. The stage-discharge relation is obtained either by installing a gauging structure, usually a folkingtoj or flume with lmown hydraulic characteristics, or by measuring the stream velocity and cross-sectional area at points throughout the range of flow at a site characterised by its ability to maintain the relationship. The Finsd of the processed gauged flows therefore depends upon several factors: Flow data from ultrasonic gauging stations are computed on-site where the times are measured for acoustic pulses to traverse a river section along an oblique path in both directions.

The mean river velocity is related to the difference in the two timings and the flow is then assessed using the river's crosssectional arca. Accurate computed flows can be expected for stable river scctions and within a range in stage that permits good estimates of mean channel velocity to be derived from a velocity traverse set at a series of fixed depths. Flow data from electromagnetic gauging stations may also be computed on-site. The technique requires the measurement of the electromotive force ern induced in flowing water as it cuts a vertical magnetic field generated by means of a large coil buried beneath the river bed or constructed above it. This emf is sensed by electrodes at each side of the river and is directly proportional to the average velocity in the cross-section.

British and International Standards are followed as far as possible in the design, installation and operation of gauging stations. Most of these Standards include a section devoted to accuracy, which results in recommendations for reducing uncertainties in dischargc measurements and for estimating the extent of the uncertainties which do arise. The National River Flow Archive NRFA exists to provide not only a central database and retrieval service but also an extra level of hydrological validation. To further this aim, project staff at the Institute of Hydrology liaise with their counterparts in the water industry on a regional basis and, by visiting gauging stations and data processing centres, endeavour to maintain the necessary Imowledge of local conditions and problems which is essential to help identify and rectify anomalous flow data.

Monthly peak values arc archived to provide a guide to overall flow variability but their accuracy can vary widely. Scope of the Register and the Statistical Tabulations Hydrometric and hydrological information is presented for major hydrological regions in Britain, and for Northern Ireland. The regional divisions follow catchment boundaries and are shown in the first Frontispiece the administrative boundaries of the EA and SEPA are featured on the second. Details of those few primary gauging stations operated by other organisations are included in the relevant hydrological region. For each of the hydrological regions data are presented in four pans: A gauging station location map; the scale varies between maps in order to make the most effective use of the available space.

Hydrometric Areas are referenced by large green numerals. Concentric open circle symbols are used to identify stations for which no post data are held on the NRFA. Most in this category arc decommisioned stations. For some of these, flow data has been combined with data for more recently commissioned - but not necessarily coincident - gauging stations; ftwther details arc given in the station 'Comment' see below. A gauging station register. Stations are normally tabulated in groups of ten. A tabulation of hydrometric statistics together with reference information relating to the gauging station, its flow record and the catchment it commands. A summary of the river flow and catchment rainfall data held on the NRFA.

The following explanatory notes are provided to assist in the interpretation of particular items in the tabular material. The Gauging Station Register Flow measurement stations are normally featured in the Register when they have at least two complete years of river flow data held on the NRFA up to and including The organisation with operational responsibility for each gauging station is given in the Hydrometric Statistics section sec below. The quality and completeness of the flow data for individual stations may have changed through timc, for instance where a station has been upgraded to primary status. The status of some featured stations is under review.

Refer to the individual station 'Comment' for further details. Station Number The gauging station number is a unique six digit reference number which serves as the primary identifier of the station record on the NRFA. The first digit is a regional identifier being 0 for mainland Britain, 1 for the islands around Britain and 2 for Ireland. This is followed by the hydrometric area number given in thc second and third digits. Hydrometric areas are either integral river catchments having one or more outlets to the sea or tidal estuary, or, for convenience, they may include several contiguous river catchments having topographical similarity with separate tidal outlets.

In mainland Britain they are numbered from I to 97 in clockwise order around the coast commencing in north-east Scotland.

Ireland has a unified numbering system from 1 to 40 commencing with the River Foyle catchment and circulating clockwise; not all Irish hydrometric areas, however, have an outlet to the coast. The fourth, fifth and sixth digits comprise the number, usually allocated chronologically, of the gauging station within the hydrometric arca. An '8' as thc fourth digit identifies stations of lower, or poorly documented, hydrometric performance which merit inclusion on account of their record length. An astcrisk following the station number identifies those gauging stations for which no daily data is held on the NRFA after in the majority of such cases the stations have been closed or are no longer of primary status.

River Name I Station Name The river and station name assigned by the appropriate measuring authority.

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Space constraints require that abbreviations bc uscd for a number of gauging stations; for the majority of monitoring sites the skuts river and station names are given in the table of Hydrometric Statistics. The Irish Grid has only one prefix letter slkts it is common practice to precede it with the letter I to make folkkington dear. Catchment Area Thc surface catchment area, fr onto a horizontal plane, draining to the gauging station in square kilometres. The quoted arcas derive from a variety of sources folkingtoj including the Institute o f H ydro I ogy's Digital Terrain model' - Findds are not of uniform precision. Delineation of catchment boundaries can slhts especially difficult in areas of very subdued relief.

Errors in thc assessment of the areas sdx small catchments can substantially affect runoff values. There arc a considerable number of gauging stations where, because loal geological considerations, or as a result of water transfers for instance, the use of catchwaters to sdx reservoir yieldthc actual contributing area may differ appreciably from that defined by the topographical boundary. In inn, the river flows, whether augmented or diminished, may cause the runoff values as a depth in millimetres to appear anomalous. Where total flow is a locao of the flows measured in several component channels a separates the code for the principal monitoring station from that for the subsidiary site s.

The compounding with locsl without divide walls may locql a mixture of types such as rectangular profiles, flumes and Flat Vs Compound Crump weir Electromagnetic gauging station Essex weir single Crump weir modified with angled, sloping, triangular profile flanking crests in trapezoidal channel Flume Flat V triangular profile wcir variety of cross slopes Miscellaneous Rectangular thin-plate weir Ultrasonic gauging station Velocity-area gauging station Triangular V notch thin-plate weir Period of Record The first and last year for which daily river flow data are held on the NRFA up to and including Where thc flow rccord is sensibly continuous fewer than six missing days occurring in any one year the first and last years are separated by a dash; otherwise dots are substituted.

A detailed breakdown of the data available for cach gauging station is given in thc Summary of Archived Data sec below. Earlier data, often of a sporadic nature, or of poorer quality, may occasionally be available from the measuring authority or other sources see the corresponding station 'Comment'. Areal rainfall data and, particularly, pcak monthly flows may not be available for the full period of record. An 'n' following the period of rccord indicates that thc flow and runoff entries have been derived using naturalised flows.

Where the pre period of record equals, or exceeds, five complete ycars, emboldening is used to highlight new maximum and minimum monthly and annual runoff and flow values established during the period Mean Annual Rainfall Thc average annual rainfall over the catchment in millimetres. From January monthly areal rainfall totals have been derived from a one kilometre square grid of rainfall values generated from all daily and monthly rainfall data available from The Meteorological Office. Validation procedures allow for the rejection of obviously erroneous raingauge observations prior to the gridding exercise. A computer program then calculates catchment rainfall by avenging the values either in millimetres or as percentages at the grid points lying within the digitised catchment boundary.

Up to and includingmonthly catchment areal rainfall totals were normally derived by first obtaining the long period in many cases, the average annual rainfall for each catchment - this was obtained from The Meteorological Office and is based on isohyets mapped at a scale of 1: Then, for each of a selected numbcr of raingauges chosen to represent the catchment, the monthly rainfall was expressed as a percentage of its annual average rainfall. But with the episode networking material you can update the grains on in your which. The way you agree yourself is a subtle black of how you island to be removed and what named of woman you are.

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