Zackenberg Ecological Research Operation
Contents
1. VISUEL KONTROL AF DATA Data er kontrolleret af forud for feltturen Ja Nej Init Hvis ikke data er kontrolleret forud for turen kontrolleres disse og nedenstaende udfyldes Data kontrolleres enten ved brug af View i LoggerNet eller Excel Data fra de forskellige kanaler gennemses for uregelm ssigheder der m ske kan skyldes periodiske fejl i loggeren eller sensorerne Data kontrollret Data kontrolleret med Evt bem rkninger til kontrol af data Kanal nr Kanal nr Kanal nr SLETNING AF MEMORYCARD del programmet Stg Module i LoggerNet klik Erase i de nederste faneblade Klik p feltet Erase and Test Module for at slette og teste indholdet af modulet Appendix I Logblad for 640 Zackenberg st FITTE GR NLANDS FORUNDERS GELSER PROGRAMMET I LOGGEREN GEMMES Der lukkes ned for delprogrammet Stg Module med klik p Disconnect samt File og Exit Storage Modulet kobles fra PC Tilslut PC til datalogger v h a SC32A interface Start delprogrammet Connect i LoggerNet og klik p Connect feltet I Connect vinduet klik feltet Receive og find den mappe du vil gemme programmet i klik derefter p Gem Filen navngives efter f lgende xxx ddmm ank dld hvor xxx stationsnr dd dato mm m ned og r Kopiering foretaget Programmet ved ankomst did Input lokationer navngives i Edlog Til start skal f lgende bemaerkes Ankomstprogrammet xxx ddmm ank dld ma ikke ndre2. Netto radiometer PAR Photosynthetically Active Radiation Afstand Sneh jde Bem rkninger Afl st hver parameter sammen med tilh rende reference sensor og noter disse i nedenst ende skema med afl sningstidspunkt AS I S I S SU E QQ A A R N E R I T GR NLANDS Logblad for 640 Zackenberg st FORUNDERSOGELSER REFERENCETEST VED ANKOMST Deltagere 640 Lokalitet Zackenberg Ost Alle parametre skulle nu blive opdateret for hvergang LED dioden blinker Husk at s tte reference sensor for QFE til at m le lokal lufttryk M leresultater ved referencetest ved ankomst Logger afleesning Logger afleesning Reference Kl Reference kl afl sning Lokaltid afl sning Lokaltid Multifactor NS o Multifactor Multifactor Multifactor o i n 20 Multifactor o Multifactor 2 n iiid Multifactor LL MN SR 2 TT ibd Multifactor SR 2 Offset 0 Wim Multifactor 1 0 EIN EEEEEEEEEEEEE BE Appendix I Logblad for aT 640 Zackenberg st MISISSUEQQAARNERIT GR NLANDS FORUNDERS GELSER REFERENCETEST VED AFGANG Dato Deltagere Stationsnr 640 Lokalitet Zackenberg st I Connect vinduet klik feltet Ports og Flags Nyt vindue popper op der klikkes p F1 og systemet kommer i scan mode R d LED diode blinker Alle para
3. Meter Average Sample Air Temperature Vaisala HMP 45D 2 C 5 sp min 2 sp min Air Temperature Vaisala HMP 45D 47 5 5 8 Relative Humidity Vaisala HMP 45D 2 5 min Relative Humidity Vaisala HMP 45D 7 5 ss min Air Pressure at Vaisala PTB101B 1 66 hPa 60 min Station 58 Wind Speed Theodor 2 m sec 10 min 30 min mean Ke max Friedrichs amp Co 0 10 10 sec sf 4000 1100 Wind Speed mean Met One 034B 7 5 m sec 0 1 o min and max 10sec Wind Direction Met One 034B 7 5 degrees 0 1 mean and at max 10sec wind Snow Depth Campbell SR50 45 1 924 m P t ap min Snow Depth2 gt 1 789 sonic range sensor Precipitation Handar 444C 6021 2 mm Impulse when bucket tipping bucket A fills Incoming Short Kipp amp Zonen CM7B 2 Wim ss min Wave Radiation 2 min Outgoing Short Kipp amp Zonen CM7B 2 W m Jg min Wave Radiation 58 2 8 P min Net Radiation Kipp amp Zonen NR 2 W m 60 min Lite 58 sp min PAR Li Cor Quantum 2 umol m s 6 o 60 min LI 1908A 2 sp min Ground Campbell 107 L 0 025 C 60 min Temperature 58 Ground Campbell 107 L 0 10 C 58 Temperature Ground Campbell 107 L 0 40 ss min Temperature Ground Campbell 107 L 0 80 C 5 sj min Temperature Ground Campbell 107 L 1 30 C ss min Temperature d we a b
4. Operating instructions Mobile River Discharge Measurement System OTT Q liner version 01 0108 2 Q liner User Manual V3 02 Nov 2005 Qmetrix side 6 af 6 P B15_Flerarige_projekter b15 02 Zackenberg B15 02 005 Afstr mningsprojekt 2009 2010 Feltarbejde 2010 Med pa b rbar Procedure for vandf ringsm ling vha Qliner ver 02 doc
5. letid se eksempel i Figur 3 Ffterbehandling p kontoret For hver enkelt vandf ringsm ling foretaget vha Q lineren genereres dels en konfigurationsfil cfg og dels en filmappe der indeholder to filer Verticals dat og Raw Verticals dat Konfigurationsfilen og mappen for m lingen overf res fra PDA en vha s rligt kabel og programmet ActiveSync til F drevet hvor data l gges under den p g ldende m lestation i mapperne WWandf gringsmalinger originaldata med en kopi direkte under WWandf gringsmalinger QReview Data efterses vha programmet QReview Hvis der er behov for det rettes 1 Position af begge vandkanter 2 Position af de enkelte vertikaler 3 Dybden af de enkelte vertikaler hvis Q lineren ikke kunne bestemme dybden korrekt se ovenfor under I felten 4 Orientering af profilet i forhold til magnetisk nord 5 Tag stilling til evt dobbeltm linger i et enkelt vertikal de m linger der ikke skal bruges s ttes til invalid Husk derefter at v lge Recalculate all Under Settings Calculations v lges of depth used for good cells til 80 ref 2 afsnit 8 1 4 s 38 Herefter eksporteres data dels som xml fil dels som en txt fil Ved udskrift af txt filen v lges option Summary Details for each profile Show invalid cells og Show Depth per cell til Txt filen indeholder bl a hastigheder bestemt ud fra Beam 1 og 2 Vx1 og fra Beam 3 Vx3 Bem rk at txt filen i m
6. level is measured by a sonic range sensor placed over the water two pressure transducers placed in the water and a staff gauge Readings on the staff gauge is carried out by GeoBasis twice a day The measurements of the water level are related to a height system on land based on reference points As the Zackenberg River doesn t have any lakes or reservoirs in proximity of the river outlet the water level is measured directly in the river Discharge measurements are carried out at a cross section close to the station The hydrometric station 642 the different reference points in the valley and the cross section used for discharge measurements can be seen in Figure 2 3 and the coordinates and heights of the reference points are seen in Table 2 2 Project no B15 02 May 2010 ASIA Q ClimateBasis Manual for ZERO Version 1 7 Discharge cross section D Sonic 207 Figure 2 3 Hydrometric Station 642 and the Zackenberg River with cross section and reference points 3 Measured Parameters 3 1 Climate Station East Station 640 Station 640 is placed approximately 0 5 east of the Zackenberg Research Station The sensors of the station are placed on a 7 5 m high mast An overview is given in Table 3 1 Project no B15 02 May 2010 ASIA Q ClimateBasis Manual for ZERO Version 1 8 Measured Sensor Type Sensor Unit Data Stored in the Data Logger Parameter Placement
7. m h jde Wind Direction Multifactor 0 799 0 2811 WD GEO Multifactor 720 7 m h jde Wind Direction AT Multifactor 9 99 7 m h jde Air Temperarure BEER PAN HH 0 RH Multifactor 7 m h jde Relative Humidity WS 2 m h jde Wind Speed o ua o o9 o Multifactor m s m s AT 2 m hejde Air Temperarure Multifactor 8 9 9 RH Multifactor 2 m h jde Relative Humidity Multifactor 0 184 i QFE hPa hPa ufttrykket Offset 0 QFF Lufttrykket Ln Multifactor Dectector PREcipitation LOG TEMP BATTERI Bemeerkninger lt zr o Appendix I Dato Stationsnr Connect vinduet klik feltet Ports og Flags Nyt vindue popper op der klikkes F1 og systemet kommer i scan mode Red LED diode blinker Referencemaling pa SR og UVB Str lingseffekten beregnes ved at afl se sp ndingen p millivoltmeteret og ganges med 1000 sensi faktor p ref sensor Fra ankomst programmet noteres alle multifaktore og offset p alle parametre i skemaet forneden ET 1 2 5 cm dybde Earth Temperarure ET2 10 cm dybde Earth Temperarure 40 cm dybde Earth 4 80 cm dybde Earth Temperarure ET5 180 cm dybde Earth Temperarure Albedometer Upper Albedometer Lower
8. om muligt vanddybden manuelt hvis det er sikkerhedsm ssigt forsvarligt Alternativt m vanddybderne rettes til p kontoret ud fra sammenligning med resultaterne fra andre m linger foretaget i samme profil ved mindre vandf ring mindre turbulens Husk at bestemme m le side 2 af 6 P B15_Flerarige_projekter b15 02 Zackenberg B15 02 005 Afstr mningsprojekt 2009 2010 Feltarbejde 2010 Med p berbar Procedure for vandf ringsm ling vha Qliner ver 02 doc Appendix III ASIAQ procedure Version 0 2 13 10 2009 vandstanden i m letvzrsnittet hvis denne afviger fra vandstanden ved m lestationen for at sikre at dybderne kan sammenlignes 3 Der er for dybt til at Q lineren kan male dybden gt 10 12meter eller mindre ved h j sedimentkoncentration gt Mal vanddybden fra gummib d ved hj lp af ekkolod eller h nd lod snor med sten eller anden v gt bundet i tjek at v gten er tilstr kkelig til at holde snoren lodret pa trods af vandhastigheden Faneblad for velocity tjekkes for hastighedsfordelingen i vertikalen Bed m ud fra observationer p stedet om specielt h je lave vandhastigheder i forhold til de foreg ende vertikaler er rimelig evt store sten opstr ms for vertikalen vertikalens placering i forhold til hovedstr mmen i profilet Eventuelt m lte negative hastigheder tilbagel b kontrolleres Hvis hastigheden er meget svingende ned gennem vertikalen b r m lingen gentages med get cell size og eller get m
9. p Q lineren ikke m les Denne blanking distance er minimum 5 cm men en st rre afstand kan v lges af brugeren katamaranen er placeret 1 vandet er ADCP ens m leendhed under vand Afstanden fra vandoverfladen til m leenheden ben vnes immersion depth Denne v rdi skal indtastes i V3 s alle dybdem linger bliver korrigeret korrekt for dette denne v rdi er for Asiaqs Q liner 5 cm Malingerne korrigeres automatisk for hvor stabilt katamaranen ligger i vandet idet Q lineren m ler hvor meget b den vipper pa langs pitch og ruller pa tvers roll se Figur 1 Katamaranens orientering i forhold til magnetisk nord heading males og gemmes af for hver vertikal De v sentligste fejl ved manuelle vandf ringsm linger udf rt med Q liner opst r ved Upr cis bestemmelse af placering af vandkanter og vertikaler gt V r derfor grundig i placering af Q liner og bestemmelse af afstandene Upr cis bestemmelse af vandhastighed og vanddybde i det enkelte vertikal gt F lg retningslinjerne for valg af cell size og m letid og tjek m ledata visuelt i felten se under fremgangsm de Turbulens og eller konvergerende divergerende str mlinier i m letv rsnittet gt Valg af m letv rsnit b r s vidt muligt opfylde en r kke kriterier se generel procedure for vandf ringsm linger Forberedelse inden felttur S g oplysninger om lokaliteten og v lg den metode til m ling af vandf ring som v
10. 640 Wind Direction of Gusts 641 640 Wind Speed 641 640 Wind Speed of Gusts 641 640 Table 5 1 Overview of which station each climate parameter origins from 6 Processesing of Hydrological Data As with the climate data the aim of the data processing of the hydrological data is to establish one data series of high quality for each measured hydrological parameter The data processing for stage water level data includes the following steps 1 The manual and precise measurements of water level are structured and for each measurement the positions of the sonic range sensor and the pressure transducers are calculated relative to a reference point near the station 2 Any necessary corrections of the data are performed This includes unit transformation corrections for sudden erroneous change in water level caused by sensor displacement and finally removing error data 3 Water level data are corrected for slow displacement of the pressure transducers when a correction factor is added or subtracted from the measurements This correction factor is calculated by linear interpolation between manual stage measurements 4 Finally all valid water level data from the station are combined to perform the final time series The data processing and calculation of a Q h relation includes the following steps 1 The discharge measurements are imported to a database that handles stage and discharge 2 The discharge measurements are quality checked a
11. Earth Temperature ET 5 130 dybde Campbell Scientific 107 L 12854 8 Earth Temperature Datalogger Campbell Scientific CR10X X38846 Panel for datalogger Campbell Scientific CR10X 28690 Storage Module Campbell Scientific SM4M 4737 Multiplexer Campbell Scientific AM16 32 5938 Satellitmodem Iridium 9522 3000033000232000 Modem antenne Iridium AD510 1 1991 Power supply til modem Riso P3529A 9 18 V 4 8 VOUT Evt Bemeerkninger Appendix I Logblad for ASI lt gt 640 Zackenberg Ost M I S I S SUE QQA A R N ER I T GR NLANDS FORUNDERSOGELSER KONTROL AF DATALOGGERENS UR Tilslut PC og datalogger sammen med v h a interface SC32A interface Start delprogrammet Connect i LoggerNet Veelg den aktuelle station du har gang i Sikre dig at hakket er valgt fra i feltet Pause Clock Update Loggertid Aktuel lokal tid Logger rstal Aktuel Logger dato Aktuel dato Mens dataloggeren er koblet til PC en startes delprogrammet Status i LoggerNet Status tilf jes kolonner p f lgende m de H jreklik p et af de kolonner der allerede er der og v lg Select colums Der vil komme et vindue frem hvor man kan tilf je frav lge kolonner V lg at tilf je Lith Batt Volt Watchdog Err Logger Ver Prog Overrun Low 5v Low Volt Stopped Mem Code Comm Status og Comm Enabled og tryk p OK Noter derefter v rdierne for hver kolonne i nedenst ende felter Lith Batt Volt Prog Overrun Mem Code Watchd
12. T 1 Meter above terrain 2 Data stored in the data logger is given a d bli where d is the interval between outputs written to the data logger is the interval between scans of the sensor a and b are minutes into the interval between output Average values are found by averaging data values measured with interval c between a and b Sample values are measured a minutes into the interval between output 3 New sensors installed on August 12th 2009 PAR installed October 17th 2009 4 The interval between output written to the data logger is June 22nd 2009 changed from 60 min to 30 min Table 3 1 Sensors and measuring program at climate station east station 640 Project no B15 02 May 2010 7 ClimateBasis Manual for ZERO Version 1 3 2 Climate Station West Station 641 Station 641 is placed app 10 m west of station 640 The sensors of the station are placed on a 7 5 m high mast An overview of the sensors is given in Table 3 2 Measured Parameter Sensor Type Sensor Unit Data Stored in the Data Logger Placement Average Sample Air Temperature Vaisala HMP 45D 2 ss min 28 min Air Temperature Vaisala HMP 45D 47 5 C 53 min Relative Humidity Vaisala HMP 45D 2 5 SE min Relative Humidity Vaisala HMP 45D 7 5 ss min Air Pressure Vaisala PTB101B 1 6
13. Zackenberg Ecological Research Operation ClimateBasis Manual 2 ASIAQ Project no B15 Asiaq Report 2010 08 May 2010 mod ASIA Q ClimateBasis Manual for ZERO Version 1 1 Contents 1 FORE W ORD DCN 2 2 SITE DESCRIPTIONS cccsssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssseees 3 2 1 THE CLIMATE STATIONS 640 AND 641 2 2 0002020000000000000000000000 rennen 5 2 2 HYDROMETRIC STATION 642 sese 6 3 MEASURED PARAMETERS eere eese eese eese esset esee esee esee esee eese eese esee esee eee 7 3 1 CLIMATE STATION EAST STATION 640 7 3 2 CLIMATE STATION WEST STATION 641 9 3 3 HYDROMETRIC STATION 642 9 4 CLIMATEBASIS PROCEDURES eee eeeeee eee eee esee ee esee esee esee esee esee eee 11 421 STATION VISIT ukene 11 4 2 DISCHARGE MEASUREMENTS 2 0 00 000000000000020000000 11 4 2 1 Procedure for Measurement with Current Meter esee 12 4 2 0 Procedure for Measurement with 12 PROCESSING OF CLIMATE ee eene nnne nee eee aee eee ee e eee esee 13 6 PROCESSESING OF HYDROLOGICAL DATA 14 COMMUNICATION OF DATA AND REPORTS cccsscssssssssssssssesceees 15 Project no B15 02 May 2010 mod ASIA Q ClimateBasis Manual for ZERO Version 1 2 1 Foreword The ClimateBasis monit
14. able at the moment Project no B15 02 May 2010 Q ClimateBasis Manual for ZERO Version 1 5 Radiation parameters Belfort precipitation gauge Northwest Southwest Figure 2 2 An overview of the climate stations 640 and 641 2 1 The Climate stations 640 and 641 The two almost identical climate stations 640 and 641 are placed in the same microclimatic environment in the central valley of Zackenbergelven drainage basin This drainage basin includes Zackenbergdalen Store S dal Lindemansdalen and Slettedalen and covers an area of 514 km of which 106 km are covered by glaciers Most parameters are measured at the same height at both stations ensuring complete time series even with data outage from one mast but some parameters are only measured at one mast Photosyntetical active radiation PAR and Net radiation NR at station 640 only and UV B radiation UVB at station 641 only Precipitation PRE is measured at both stations but at station 640 presently with a tipping bucket gauge and at station 641 with a Belfort and a PLUVIO gauge Station 640 is equipped with an Iridium modem transferring data to Asiaqs database once a day Data from station 641 is collected at least once a year in connection with station maintenance visit performed by Asiaqs technicians GeoBasis also collects data from the stations on a weekly basis during the field season The equipment measuring the
15. ation of the cross section with a compass Fill out the schematics Excel template and follow the guidelines to set the options in the PDA Appendix II Start measuring in at least 15 verticals and after each vertical is measured check that the amplitude and velocity tabs look correct in the PDA The amplitude tab should contain the depth If it not it can be due to a Too deep water change the maximum depth maximum 11 9 meter b Turbulence try measuring again and if still not possible to measure the depth manually c Inthe velocity tab the measured velocities are compared with the velocities measured at other vertical and related to the visual perception of which part of the river has the highest velocities etc due to presence of large rocks Negative velocities are checked by re measuring Level between the water level and one of the reference points or read the water level on the staff gauge After the measurement transfer data from the PDA to a PC Please note every measurement generates a cfg file and a folder containing two files vertical dat and rawverticals dat Inspect data in the program Qreview The complete procedure in Danish can be seen in Appendix III 5 Processing of Climate Data The aim of the data processing is to establish one data series of high quality for each measured parameter The data processing includes the following steps 1 2 3 Any necessary correcti
16. different parameters are mounted on a 7 5 m mast two 2 m masts and a precipitation gauge see Figure 2 2 All masts were erected August 1995 A uniform and planar remnant of a meltwater plain surrounds the 7 5 m masts Project no B15 02 May 2010 mod ASIA Q ClimateBasis Manual for ZERO Version 1 6 which are placed approximately 43 m above mean sea level The vegetation underneath the masts is a homogeneous cover of Cassiope vegetation which is 0 20 cm high Physical changes to the station such as changes in the data logger program replacements and calibration of sensors will be published once a year in a separate report the QC report 2 2 Hydrometric Station 642 The hydrometric station 642 is located by the Zackenberg River 0 5 km from the climate station 640 and 641 and approximately 1 5 km from the Zackenberg Bay 15 m above sea level The station was established August 29 1995 on the western bank of the lower part of the river but was moved to the eastern bank of the river in 1998 after problems with the station being buried beneath a thick snowdrift each winter In 2005 the station was flushed away during a flood and rebuild on August 5 2005 at a position 30 m south of the river crossing still on the eastern bank were it is located at present me The station measures the water level water temperature air temperature suspended sediment and conductivity automatically every 15 minute see Table 3 2 The water
17. este bred afstand fra nulpunkt meter Fjerneste bred afstand fra nulpunkt meter Max vanddybde i profil Supplerende m linger Vandspejl nivelleret f r m ling Ja Nej Er Q liner m ling kombineret med vingem ling Ja Nej Fremg r af PDA en efter connect til Q liner Er forbindelse mellem Q liner og PDA via Bluetooth antenne Kabel Andet Venstre bred Beskrivelse Beskrivelse Fundet ved Fundet ved Vandspejl nivelleret efter maling Ja Nej M lebog ID Er der foretaget ekstra dybdem linger ekkolod handlod stang andet Kommentarer Appendix II ASIAQ Hydrologi klima og milj Vandf ringsm ling med Q liner Ver 1 0 02 10 2008 Vandf ringm ling med Q liner Forberedelse p kontoret Oplad batterier i Q liner og PDA Husk ekstra batteri 9V til antenne p PDA 10 ekstra AA batterier til Q lineren i s rlig holder og 2 ekstra AA batterier til PDA en i s rlig holder Forberedelse i felten T nd for PDA en Tjek at uret er i WGWT Start Q liner program start menu gt Qliner V3 V lg Configuration gt General settings Save raw data Nej tom firkant Depth quality treshold 50 Power law 6 Ikke vigtigt kan ndres efterf lgende Units metric Frequency kHz 2000 NB skal passe med sensoren Vores Q liner er 2000 kHz Use beam 3 ja Ikke meget vigtigt kan ndres efterf lgende Use Compass ja Ikke meget vigtigt kan ndres efterf lgende V lg Configurat
18. hPa 58 6 min Wind Speed mean Theodor Friedrichs amp 2 m sec 0 1 min 2 Co 4034 0000X Wind Speed mean Met One C034B 47 5 m sec 0 10 10 min and max 10sec Wind Direction mean Met One CO34B 7 5 degrees 020 9 and at max wind rr 10 Acc Precipitation Belfort 5915 x 1 5 mm 5 gje min Acc Precipitation Ott Pluvio 1 mm 5 gje min Incoming Short Kipp amp Zonen CM7B 2 W m 5 89 2 8 P min Wave Radiation ES Outgoing Short Kipp amp Zonen CM7B 42 W m 5 8 9 min 2 8 min Wave Radiation UV B Radiation Solar Light 501A 2 W m l 53 min bsp min Ground Temperature Campbell 107 L 0 5 sr min Ground Temperature Campbell 107 L 0 05 5 min Ground Temperature Campbell 107 L 0 20 5 8 min Ground Temperature Campbell 107 L 0 60 C 5 gje min Ground Temperature Campbell 107 L 1 00 i DMeter above terrain Data stored in the data logger is given as fa pb Where d is the interval between outputs written to the data logger is the interval between scans of the sensor and b are minutes into the interval between output Average values are found by averaging data values measured with interval c between and b Sample values are measured minutes into the interval between output New sensors installed on Augu
19. iler monteret p en lille glasfiberforst rket plastic katamaran Producent OTT PDA Pocket pc H ndholdt lille pc hvori der er installeret programmet Qliner V3 som bruges til at styre Q lineren under m lingen Bluetooth antenne Kommunikationen mellem Q liner og PDA foreg r vha Bluetooth antenner tr dl s enhed Alternativt kan PDA og Q liner kommunikere vha et kabel Asiaq har ikke pt et fungerende kabel En ADCP kan bestemme vandets hastighed i en vertikal ved at udsende en ultralyds puls og m le forskydningen i frekvensen af den reflekterede lydb lge doppler effekt ref 1 Lyden reflekteres af partikler fint sediment luftbobler mv i vandet Q lineren kan derfor ikke m le i helt rent klart vand men i praksis vil der i alle elve v re tilstr kkeligt med partikler 1 vandet Refleksion og spredning reducerer lydb lgens energi med dybden Den st rste dybde fra hvilken et reflekteret signal kan n tilbage til ADCP en afh nger af frekvensen af den udsendte lydb lge og m ngden af partikler i vandet Asiaqs Q liner udsender et 2 MHz signal som under normale omst ndigheder muligg r m ling af profiler med mellem 0 35 og 10 meters vanddybde Q linerens ADCP har tre sensorer Beam 1 2 og 3 se Figur 1 Vandets hastighed i vertikalen bestemmes som et middel af Beam 1 og 2 Beam 3 bruges til at m le hastigheden t t p overfladen jf blanking distance nedenfor Resultaterne fra Beam 3 er ikke n r s pr cise som re
20. imate Station 640 N74 28 18 9 W20 337 5 44 Zackenberg West Climate Station 641 N74 28 18 8 W20 338 6 43 Zackenberg Hydrometric Station 642 N74 28 14 5 W20 3436 3 21 Zackenberg Tidal Water Station 643 N74 2736 0 W20 4130 0 4 Zackenberg Snow Station 644 574928201 W20 33 8 0 41 Zackenberg Hydrology Station 645 N74 315 3 W20 50756 0 166 Zackenberg Hydrometry 646 N74 28 12 0 W20 3423 0 30 Zackenberg Dombjerg Station 647 N74 3246 9 W20 44 57 9 1282 Table 2 1 Positions of ClimateBasis measuring sites incl historic stations italic types Positions are measured with a handheld gps Reference point Latitude Longitude Elevation m 642 2009 01 N74 28714 7 W20 3440 0 14 687 642 2009 02 N74 28714 1 W20 3439 1 14 914 642 2009 03 N74 2813 7 W20 3442 1 13 648 642 2009 04 N74 2813 5 W20 34 41 8 14 198 642 2009 05 N74 28712 7 W20 34 41 1 14 664 0198 N74 2871411 W20 34 39 1 15 02 GPS Bolt N74 28 11 2 W20 34 22 5 38 674 Gult fixpunkt N74 28712 5 W20 34 32 2 34 78 Table 2 2 Positions of ClimateBasis reference points Positions are measured with a handheld gps Heights are relative to mean sea level latitudes and longitudes are approximate heights are accurate 1 The reference point heights 642 2009 xx is relative to GPS The documentation of the height system used for this point is unavail
21. ion gt Communication Serial port Com2 Ved brug af kabel evt Com1 nederste comport Baudrate 9600 Timeout Medium kan rettes Long hvis elven er meget bred Site name dropdown liste v lg default eller tidligere m ling fra samme lokalitet V lg Settings gt Repeat this measurement V lg Settings gt Faneblad Site Site name lt st nr gt lt mmdd gt lt l benr pr dag Made by initialer person 1 lt initialer person2 gt Spacing Veelges sa der males i minimum 15 20 vertikaler Line Heading Orientering af m leprofilet hojre til venstre bred Edges First Afstand fra nulpunkt til vandkanten Edges Last Afstand fra nulpunkt til fjerneste bred rettes til efter at sidste vertikal er m lt Faneblad Profiler Maximum depth forventet st rste dybde i profil Q lineren kan maks m le 11 9 m Cell size blanking distance vejledende vaerdier Vanddybde Cell size Blanking distance 0 1m 0 10 m 0 05 1 2 0 20 0 05 2 5 0 30 0 10 m gt 5m 0 50 m 0 10 m Immersion depth 0 05 m Measure time Tx Power vejledende v rdier Flow Measure time Tx Power 0 0 3 m s 60 sek min 0 3 m s 30 sek max turbulent 60 sek max Skru l get af Q lineren Stil on off kontakten on Stil cable wireless kontakten wireless hvis der kommunikeres vha bluetooth Skru l get Tjek at det er korrekt sat Monter Q liner til wire reb og placer den i vandet M ling Monter antennen pa PDA en Nar a
22. leboks 3 RR Ws Kabell ngde for Samleboks 4 Evt Bemaerkninger Appendix I Logblad for ASI lt gt 640 Zackenberg st MISISSUEQQAARNERIT Udstyrliste Dato 15 08 2008 Deltagere Stationsnr 640 Lokalitet Zackenberg st Alt udstyr ved ankomst p stationen registreres p nedenst ende skema Alle felter SKAL udfyldes hvis info ikke kan oplyses markeres feltet med en streg eller N A Fabrikat Type Serie nr Sensitivitets faktor p tryk WS WD 7m h jde Met One 0034 B D2947 Wind Speed Wind Direction SER Au a Vaisala HMP 45D Y4610041 Air Temperature Relative Humidity JER med Vaisala HMP 45D Y5130002 Air Temperature Relative Humidity PRE Detector Handar 444C 550 PREcipitation Detector We om haga Th Friedrichs 4034 0000X 0117 Wind Speed NR Lite 2m h jde Kipp amp Zonen Net radiometer 072473 13 2 pV Wm Netto Radiometer Albedometer 2 m h jde Kipp amp Zonen CM7B 980203 11 15 x 10 V Wm PAR 2m h jde Li Cor Quantum Q30848 Photosynthetically Active Radiation Adapter til PAR Li Cor Q30848 2290 6040 Barometer Vaisala PTB 101B 20940059 Snehojdem ler Campbell Scientific SR50M 45 C3644 sig 63845 en bU dybde Campbell Scientific 107 L 12854 2 Earth Temperature Campbell Scientific 107 L 12854 3 Earth Temperature Campbell Scientific 107 L 12854 4 Earth Temperature ET FO Campbell Scientific 107 L 12854 6
23. ler Referencekuffert 2 Blank Oplysninger om referencesensorer der blev benyttet ved referencetest Type Sidste kalibreringsdato Wind Speed Wind Direction QFE Males lokal lufttryk o AT Air Temperature Relativ Humidity Probe til AT RH Solar Radioation o N o 2 2 I Bem rkninger Appendix I Logblad for ET 640 Zackenberg st Ter GRONLANDS FORUNDERSOGELSER REFERENCETEST VED ANKOMST Dato Deltagere Stationsnr 640 Lokalitet Zackenberg Ost Connect vinduet klik feltet Ports og Flags Nyt vindue popper op der klikkes F1 og systemet kommer i scan mode Red LED diode blinker Alle parametre skulle nu blive opdateret for hvergang LED dioden blinker Afl st hver parameter sammen med tilh rende reference sensor og noter disse i nedenst ende skema med afl sningstidspunkt Husk at s tte reference sensor for QFE til at m le lokal lufttryk Referencem ling pa SR og UVB Str lingseffekten beregnes ved at afl se sp ndingen p millivoltmeteret og ganges med 1000 sensi faktor p ref sensor M leresultater ved referencetest ved ankomst Fra ankomst programmet noteres alle multifaktore og offset p alle parametre i skemaet forneden Dato Dato Logger Reference Kl Logger Reference kl afleesning afleesning Lokaltid afl sning afl sning Lokaltid WS 7 m h jde Wind Speed WD Magnet 7
24. ltid afl sning Lokaltid Multifactor NS o Multifactor Multifactor Multifactor o i n 20 Multifactor o Multifactor 2 n iiid Multifactor uana SR SR 2 TT ibd Multifactor SR 2 Offset W m Multifactor 1 0 1 EEEEEEEEEEEEE BE BE Appendix I Logblad for E 640 Zackenberg Ost Tirs eee GRONLANDS FORUNDERSOGELSER Dato Dealtagere Stationsnr 640 Lokalitet Zackenberg Ost JL dL JL dE dL 1 ll 1 d 1L E EEE EEE EEE M 1L 1 1 1 JL Jo M 1 1 1L 1 1 1L d Jd 1 JE E Arsag til udskiftning Evt andre bemeerkninger ndix II ASIAQ Hydrologi klima og milj Stationsnr Lokalitet Klokkeslet start m ling Klokkesletstype Vandf ringsm ling med Q liner Ver 1 0 02 10 2008 Dato Deltagere Klokkeslet slut m ling Vejr is r vindretning styrke har det p virket Q linerens placering p vandet Q liner ID Serie nr Circiut board no Sensorhead no Er Q liner opereret fra n bred begge bredder bad Q liner data gemt i filnavn Maleprofilet Beskrivelse placering Fast wire L Kompasretning Magn N 2 Nulpunkt p H jre bred Nulpunkt beskrivelse Fast nulpunkt Vandkant Andet Naerm
25. m 2 0 030 2 15 1200 C31 20mm 1 0 025 5 5 1200 C31 20mm 2 0 040 6 4 700 C31 20mm 3 0 055 10 3 580 Table 4 1 Velocity ranges for different common wing body combinations Nota Bene For an approximate measure of the flow velocity at different water levels etc look at previous measurements or the Q h relation 1 Level between the water level and one of the reference points or read the water level on the staff gauge Measure in at least 15 verticals in at least three depth 0 20 0 40 and 0 80 of the water depth but optimal in four depth 0 20 0 40 0 60 and 0 80 of the water depth 2 Record Weather wing body combination measurement direction left to right or right to left time of each vertical time interval measurement team angle of current relative to the cross section ice influence or other special conditions 3 Level between the water level and one of the reference points or read the water level on the staff gauge 4 20 30 Procedure for Measurement with Qliner First of all a pulley system has to be installed making it possible to move the Qliner across the cross section 1 Before measurement make sure that the battery in the Oliner and in the PDA is fully charged Project no B15 02 May 2010 mod ASIA Q ClimateBasis Manual for ZERO Version 1 13 6 Level between the water level and one of the reference points or read the water level on the staff gauge Measure the orient
26. meerkning Samleboks 3 monteret 2 meter mast Bemeerkning Samleboks 4 li ij il ET ligger i jorden ti er Bem rkning Bemeerkning Bemaerkning Bemeerkning Bemaerkning Bemeerkning Bemeerkning Evt andre bemeerkninger Appendix I Logblad for 640 Zackenberg Ost Terrie I SSU E QQ AA R NE R I T LANDS FORUNDERSOGELSER Virtuel kontrol af udstyrer Dato Deltagere Stationsnr 640 Lokalitet Zackenberg Ost Visuelt kontrol at stationen tag ogs billeder Noter om de enkelte dele er OK eller om der er skader Alle felter SKAL udfyldes hvis der ikke er nogle oplysninger markeres dette med en streg eller N A Efter visuel kontrol er det en god ide at s tte alle referencesensorer op ved siden af stationens sensorer sa de kan tempereres til omgivelserne OK ikke OK Vindsensorer monteret i 7 m mast Bemeerkning Lufttemperatur amp fugtighedssensor monteret i 7 m mast Bemeerkning Nedb rsdetector monteret i 2 m hejde Bemeerkning Lufttemperatur amp fugtighedssensor monteret i 2 m hojde Bemeerkning Vindhastighedssensor monteret i 2 m mast TTE Bemeerkning Nettostralingssensor monteret i 2 m mast 2252 Bemaerkning Nettostr lingssensor eri vatter Bem rkning Albedometer monteret i 2 m mast Bemeerkning Albedometer vatter Bem rkning Par sensor monteret i 2 m h jde Bem rkning Par sensor er i vatter Bem rkning Sneh jdem ler
27. metre skulle nu blive opdateret for hvergang LED dioden blinker Afl st hver parameter sammen med tilh rende reference sensor og noter disse i nedenst ende skema med afl sningstidspunkt Husk at s tte reference sensor for QFE til at m le lokal lufttryk Referencem ling pa SR og UVB Str lingseffekten beregnes ved at afl se sp ndingen p millivoltmeteret og ganges med 1000 sensi faktor p ref sensor M leresultater ved referencetest ved afgang Fra afgangs programmet noteres alle multifaktore og offset p alle parametre i skemaet forneden Dato Dato 15 08 2008 Logger Reference Kl Logger Reference kl afleesning afleesning Lokaltid afl sning afl sning Lokaltid WS 7 m h jde Wind Speed WD Magnet 7 m h jde Wind Direction Multifactor 0 799 0 2811 WD GEO Multifactor 720 7 m h jde Wind Direction AT Multifactor 9 99 7 m h jde Air Temperarure BEER PANG 0 RH Multifactor 7 m h jde Relative Humidity WS 2 m h jde Wind Speed o ua o o9 o Multifactor m s m s AT 2 m hejde Air Temperarure Multifactor 99 83 o o o RH Multifactor 2 m h jde Relative Humidity Multifactor 0 184 i QFE hPa hPa ufttrykket Offset 0 QFF Lufttrykket Ln Multifactor Dectector PREcipitation LOG TEMP BATTERI Bemee
28. monteret i 2 m h jde NT Bemaerkning Bemeerkning Bemeerkning Bemeerkning Bemeerkning Bemeerkning Bemaerkning Bemeerkning Bemaerkning Bemeerkning Gr n LED diode pa datalogger blinker hvert 10 sekunder Bemaerkning ndringer omkring m lestationen er der kommet nybyggeri der kan have indflydelse m lingerne stationen Bemaerkning Bill fra N S V retninger i illedet taget fra N S og V retning Gemti Evt andre bemeerkninger Appendix I Logblad for p 640 Zackenberg st M ISISSUEQQAAR NER I T Udstyrliste Dato Deltagere Stationsnr 640 Lokalitet Zackenberg Ost Alt udstyr ved ankomst stationen registreres nedenst ende skema Alle felter SKAL udfyldes hvis info ikke kan oplyses markeres feltet med en streg eller N A Sensitivitets faktor patryk AP Steel N 3 7 m mast 2 m mast Loggerskab AE1007 Batteriskab 1 AE1007 000484 Batteriskab 2 AE1007 010058 Batteri 1 Vision 6FM100DX 12V 100Ah Batteri 2 Vision 6FM100DX 12V 100Ah Batteri 3 Vision 6FM100DX 12V 100Ah Batteri 4 Vision 6FM100DX 12V 100Ah Solpanel 1 Kan ikke leeses Solpanel 2 Kan ikke l ses Solpanel 3 Kan ikke l ses Samleboks 1 Samleboks 2 Samleboks 3 Samleboks 4 kan ikke ses Kabell ngde for PRE Kabell ngde for modem antenne Kabell ngde for Samleboks 1 Kabell ngde for Samleboks 2 Kabell ngde for Sam
29. n ture 2 107 L 50 C Osec sample 1 Data stored in the data logger is given as a b d the data logger is the interval between scans of the sensor Table 3 3 Parameter senor type sensor height above terrain sensor specifications and aggregations method for the Hydrometric Station 642 Project no B15 02 where d is the interval between outputs written to May 2010 med ASIA Q ClimateBasis Manual for ZERO Version 1 11 4 ClimateBasis Procedures 4 1 Station Visit Maintenance of the hydrometric and climate stations in Zackenberg begins with an annual planning meeting prior to the station visits The planning of tasks includes observations in data during quality control changes in the scientific strategy input from the Asiaq technicians and other observations by Zackenberg staff The technicians then prepare for the physical changes to the stations Every one to two years the radiation sensors are routinely replaced for calibration Other tools spares and reference sensors are also packed and shipped to Zackenberg Upon arrival at Zackenberg the stations are visited one at a time All actions are documented both in a station log Appendix I and in a field report and all data are saved and backed up The station visit starts with an arrival test that documents the present state of the station If any of the parameters do not pass the arrival reference test an error
30. nd assessed 3 When enough discharge measurements are carried out at different water levels over the range of normally registered water level a Q h relation is established If not enough measurements have been carried out or there is a lack of measurements in some of the normally registered water level preliminary Q h relations can be established The Q h relations are established according to ISO 1100 2 1998 Project no B15 02 May 2010 mod ASIA Q ClimateBasis Manual for ZERO Version 1 15 7 Communication of Data and Reports Data from the stations are once a year delivered to the Zackenberg database and a description of the data can be seen in the ZERO Annual Report Asiaq also publishes an annual quality check report that accompanies the communicated data Project no B15 02 May 2010 Appendix I Logblad for 640 Zackenberg st GRONLANDS FORUNDERSOGELSER Noter folgende for tilsynsbesoget Dato Deltagere Stationsnr 640 Lokalitet Zackenberg st Projekt nr B15 02 002 Modem nr Form let med tilsynsbes get s ttes et kryds forneden Er det ordin r ekstraordin r reperationstilsyn eller andet Ordin r Ekstraordin r Reparationstilsyn Andet Bem rkninger Oplysninger fra GPS skrives ind i nedenst ende felter indtast retningen for tv rbom ifht Magnetisk Nord samt misvisningen og tv rbomretningen i fht geografisk Nord beregnes automatisk GPS Fab
31. nger der skal gemmes enkelte vertikaler har afveget v sentligt fra hovedstrgmretningen Dette g res pa baggrund af den m lte orientering af tv rprofilet samt af orienteringen af Q lineren i hvert vertikal overf res manuelt fra QReview Hovedstr mretningen bestemmes som middel orienteringen i de vertikaler hvor str mhastigheden har v ret betydelig f eks gt 0 1 m s V r opm rksom p om vind eller andet har p virket Q linerens placering i vertikalerne se eventuelle noter fra felten p Q liner skemaet Ved v sentlige afvigelser 210 korrigeres der for disse ved at indtaste vinklen i Biber under den enkelte vertikal henholdsvis som Bridgecorrection Import af xml fil til Biber Xml filen abnes f rst i et tekst program f eks TextPad og der foretages f lgende rettelser Linie 6 rettes til SENSOR NUMBER AQD2067 ARP2902 MANUFACTURER OTT CALDATE 2008 02 29 00 00 gt Linie 9 Tidspunktet for malingen rettes til midt mellem start og slut for malingen WGWT CALCMETHOD rettes fra MIDSECTION til SPLINE ORIENTATION rettes om n dvendigt LEFTTORIGHT eller RIGHTTOLEFT TEAM angiver hvem der har udf rt m lingen og det rettes om n dvendigt til skrives som initialer i alfabetisk orden adskilt af et komma NN NN Linie 11 12 Stationsnavnet er automatisk m lingens navn dette slettes Stationsnummeret s ttes til det stationsnummer hvortil m lingen skal importeres f eks 446Q Til sidst k re
32. ntenne p bade Q liner og PDA er t ndt lyser lysdioderne gr nt Tryk connect Q liner er placeret i vertikalen og er i ro har stabiliseret sig trykkes start Efter m ling i den enkelte vertikal kontrolleres resultatet visuelt Hvis hastigheden springer meget ned gennem vertikalen og eller dybden er d rligt bestemt svagt intet udsving i amplitude laves en ekstra m ling i vertikalen evt med laengere m letid og eller sterre cell size tryk accept af m lingen tryk p venstre pil ved siden af start for at komme tilbage til vertikalen mal igen ved at trykke pa start begge m linger bliver gemt m ling i sidste vertikal er afsluttet findes og rettes veerdien for last edge Veelg Tools gt End this measurement gt End Sluk for Q liner og PDA Afmonter antennen pa PDA en ellers bruger den batteri Appendix III ASIAQ procedure Version 0 2 13 10 2009 Bestemmelse af vandf ring vha Q liner Parameter Definition af parameter Baggrund Afledte parametre Parameter navn forkortelse Enhed Teori Vandf ring engelsk discharge Vandf ringen er m ngden af vand der per tidsenhed str mmer gennem et valgt defineret tv rsnit i en elv eller i udl bet af en s M linger af vandf ring bruges typisk til e Udledning af Qh relation for lokaliteten e Bestemmelse af vandressourcens st rrelse for det p g ldende opland Q Kubikmeter per sekund m s Q liner ADCP Acoustic Doppler Current Prof
33. ods tning til xml filen ogs indeholder m linger fra vertikaler sat til invalid i QReview En kopi af xml filen og txt filen importeres til excel og gemmes under mappen for Q liner m lingen p F drevet og navngives lt m lingsid gt vertikaler xlsx f eks 450 20091002 1 vertikaler xlsx lt st nr gt nivellementer xlsx P F drevet under m lestationen er der under fanebladet Datatjek en excel fil navngivet lt st nr gt nivellementer xIsx I denne fil skal der under fanebladet WL ved VF m ling bestemmes den vandstand som vandf ringsm lingen skal tildeles i Biber Hvis der er nivelleret f r og efter vandf ringsm lingen bestemmes vandstanden for m lingen ved line r interpolation mellem de to nivellementer til tidspunktet midt mellem start og slut for vandf ringsm lingen Hvis der ikke er nivelleret f r og efter vandf ringsm lingen bestemmes vandstanden ud fra tidsserien med oprettet vandstand for m lestationen om n dvendigt ved hj lp af line r interpolation eller ekstrapolation Herudover skal der under fanebladet WL vinkler beregnes dels om m letv rsnittet har v ret vinkelret p hovedstr mretningen i profilet dels om str mretningen i de side 3 af 6 P B15_Flerarige_projekter b15 02 Zackenberg B15 02 005 Afstr mningsprojekt 2009 2010 Feltarbejde 2010 Med p berbar Procedure for vandf ringsm ling vha Qliner ver 02 doc Appendix III ASIAQ procedure Version 0 2 13 10 2009 Oplysni
34. og Err Low 5v Comm Status Logger Ver Low Volt Stopped Comm Enabled Data tappes fra datalogger For at tappe data klik pa Custom i Connect vinduet Nyt vindue popper op der sikre du at der er hakket for Final Storage Area 1 ASCII Comma seperated Collect All s klikker du pa Collect Angiv navn for data fil som xxx ddmm FSAt hvor xxx er stations nr dd dato mm m ned r Kopiering foretaget Data gemt i filen dat Data tappes fra storage module Klik p Disconnect i Connect vinduet og frakoble PC fra dataloggeren Tilslut felt PC med storage modul v h a SC532 interface Start programmet Stg Module i LoggerNet V lg den rigtige storage module som du vil hente data fra i de verste og de nederste faneblade v lg Setup og v lg den rigtige COM port for at kommunikere med storage modulet Klik derefter p Connect V lg derefter Data i de nederste faneblade og sikre dig at der er hakket for Comma Seperated og Append To Current File Kopiering foretaget Data gemt i filen dat Kopiering foretaget Data gemt i filen Ingen dat SIKKERHEDSKOPIERING AF DATA Data skal nu kopieres til en anden hukommelses enhed der opbevares og transporteres et andet sted end sammen med PC en PLACER ALDRIG HUKOMMELSESENHEDEN SAMMEN MED PC en Gem data f eks i en USB n glering og placer den i en anden taske kuffert under transport Kopiering foretaget Data gemt i filen 640 150808 FSA 640 150808 SM
35. ons of the data are performed Data exceeding the physical limits for the given parameter are removed Comparison of data from sensors measuring the same parameter when available and or from sensors measuring related parameters is used to identify outlying records Also the reference tests are included in the data evaluation If possible the data series from each station are corrected using regression interpolation or arithmetic s Gaps created due to editing are filled in step 5 For the parameters measured at both masts one of the masts is chosen at the main data source If data exists from the parameters primary mast and the data is valid according to step 2 and 3 the data is used directly in the final time series for the parameter If the time series from the primary mast is incomplete the gaps are filled with correlated values from the secondary station Project no B15 02 May 2010 mod ASIA Q ClimateBasis Manual for ZERO Version 1 14 Table 5 1 gives an overview of which station each climate parameter origins from Parameter Primary Station Secondary Station Air Temperature 640 641 Net Radiation 640 Photosynthetic Active Radiation 640 Precipitation Pluvio and Belfort 641 Air Pressure 640 641 Relative Humidity 640 641 Snow Depth 640 Short Wave Incoming Radiation 640 641 Short Wave Outgoing Radiation 640 641 Ultraviolet B Radiation 640 Wind Direction 641
36. oring program in Zackenberg is part of Zackenberg Ecological Research Operation ZERO ZERO is coordinated with the monitoring programme Nuuk Ecological Research Operation NERO in West Greenland The ClimateBasis monitoring program includes measuring collection quality control and communication of data which describes the climate and hydrology in the high arctic ecosystem of Zackenberg North East Greenland The program runs two automatic climate stations 640 and 641 and one hydrometric station 642 This manual describes in detail the monitoring sites the measured parameters and outlines important procedures Asiaq Greenland Survey is responsible for the operation of ClimateBasis The Government of Greenland finances the ClimateBasis monitoring program Prepared by Nanna Kandrup and Karl Martin Iversen Init date Approved by Kisser Thors e Init date Project no B15 02 May 2010 fA sn __ Mannal fot ZERO Version l 3 2 Site Descriptions This section describes the monitoring sites related to the ClimateBasis monitoring program The climate monitoring program includes three stations two climate stations and one hydrometric station A total of eight stations both climate and hydrology stations have existed at Zackenberg since the beginning of operations in 1995 Some have been closed down due to assembly of sensors at other stations and some have been moved to other locations See Figure 2 1 for location
37. rgy Agency in 2009 donated money for an Acustic Doppler Current Profiler ADCP of the type A Qliner which is a catamaran on which the ADCP sensor is mounted can measure the velocity in a number of depths in a vertical The Oliner is controlled from the shore through bluetooth communication so there is no need for compromising safety by entering the water Project no B15 02 May 2010 md ASI AG ClimateBasis Manual for ZERO Version 1 12 An overview of the procedures of discharge measurements both with current meter and with Qliner are given in the following two sections 4 2 1 Procedure for Measurement with Current Meter Discharge measurements are normally carried out by GeoBasis Procedure for measurements with current meter is found in the GeoBasis manual The following text summarizes the procedure for making discharge measurements under ideal conditions with OTT s current meters Before measuring it is evaluated which wing body combination is to be used under the prevailing conditions Parameters taken into consideration are water velocity water depth and degree of turbulence With respect to water velocity the ranges for different common wing body combinations can be seen in Table 4 1 For further details on different wing body combinations consult the instrument manuals Body rod Wing nr Min Max App min App max velocity velocity rev minute rev minute C2 9mm 1 0 025 1 20 1100 C2 9m
38. rikat model Serial nr GPS praecision m GPS Position N 8 i GPS position gt E Kote m Misvisning Tv rbom i fht Magnetisk nord Tv rbom i fht Geografisk nord Beskrivelse af vejret Appendix I Logblad for M ASI P lt gt 640 Zackenberg st I SSU E QQ AA R NE R I T LANDS FORUNDERSOGELSER Virtuel kontrol af udstyrer Dato Deltagere Stationsnr 640 Lokalitet Zackenberg Ost Visuelt kontrol at stationen tag ogs billeder Noter om de enkelte dele er OK eller om der er skader Alle felter SKAL udfyldes hvis der ikke er nogle oplysninger markeres dette med en streg eller N A Efter visuel kontrol er det en god ide at s tte alle referencesensorer op ved siden af stationens sensorer sa de kan tempereres til omgivelserne OK ikke OK Mast Bemeerkning Fundament for masten i Bem rkning Barduner og bardunstrammer for masten Bemeerkning Sj kler kovser og wirela Bemeerkning verste tv rbom monteret p masten Bemeerkning Nederste tv rbom monteret pa masten Bemaerkning Solpanel 1 Bemeerkning Solpanel 2 p Bemeerkning Solpanel 3 Bemeerkning Loggerskab stik 99 TRE Bemaerkning Batteriskab 1 stik Bemeerkning Batteriskab 2 stik Bemaerkning Kabler i masten i Bem rkning Panserslange i masten get Bem rkning Samleboks 1 monteret i verste mast Bemeerkning Samleboks 2 monteret i 2 meters h jde Be
39. rkninger lt zr o Appendix I Dato Stationsnr Connect vinduet klik feltet Ports og Flags Nyt vindue popper op der klikkes F1 og systemet kommer i scan mode Red LED diode blinker Referencem ling pa SR og UVB Str lingseffekten beregnes ved at afl se sp ndingen p millivoltmeteret og ganges med 1000 sensi faktor p ref sensor Fra afgangs programmet noteres alle multifaktore og offset p alle parametre i skemaet forneden ET 1 2 5 cm dybde Earth Temperarure ET2 10 cm dybde Earth Temperarure 40 cm dybde Earth 4 80 cm dybde Earth Temperarure ET5 180 cm dybde Earth Temperarure Albedometer Upper Albedometer Lower Netto radiometer PAR Photosynthetically Active Radiation Afstand Sneh jde Bem rkninger Afl st hver parameter sammen med tilh rende reference sensor og noter disse i nedenst ende skema med afl sningstidspunkt AS lt gt M I S I S SU E QQ A A R N E R I T GR NLANDS Logblad for 640 Zackenberg st FORUNDERSOGELSER REFERENCETEST VED AFGANG Deltagere 640 Lokalitet Zackenberg Ost Alle parametre skulle nu blive opdateret for hvergang LED dioden blinker Husk at s tte reference sensor for QFE til at m le lokal lufttryk M leresultater ved referencetest ved afgang Logger afleesning Logger afleesning Reference Kl Reference kl afl sning Loka
40. s of all stations 642 2009 02 kilometer 642 2009 04 Gult Kotepunkt Figure 2 1 Map of ClimateBasis measuring sites in Zackenberg incl reference points and historic stations Zackenberg is situated in a valley which act as drainage basin for the surrounding mountains and glaciers Two climate stations 640 and 641 are located central in the valley close to the river The hydrological monitoring consists of one permanent hydrometric station 642 located near the climate stations The stations are measuring all year round The stations are surrounded by high mountains The highest mountain in the area is Dombjerg 1442 m located northwest of the stations The Palnatoke Bjerg mountain Project no B15 02 May 2010 mod ASIA Q ClimateBasis Manual for ZERO Version 1 4 north of the stations is 1056 m and Zackenberg mountain west of the stations is 1372 m high On all three mountains glaciers are present on north facing slopes Table 2 1displays the geographical location of ClimateBasis measuring sites Eight reference points are located near the hydrometric station enabling establishment of a local regional and global reference system This is used to determine the water level during discharge measurements The geographical location of these points can be seen in Figure 2 1 and Table 2 2 Station Name Asiaq Station Latitude Longitude Elevation Number m Zackenberg East Cl
41. s og skal efter navngivning af inputlokationerne lukkes ned Start delprogrammet Edlog i LoggerNet Klik Dokument DLD File under menuen File Find mappen hvor ankomst programmet gemt og pa abn Nar programmet er l st ind i Edlog vil inputlokationerne st tomme Man gennemg r hele programmet for at navngive inputlokationerne I ASIAQs standard program for Vejrobservationer har parametre f lgende placering i inputlokationerne 1 AT 6 SR 11 LOG TEMP 16 UVB 2 QFE eller QNH 7 PRE 12 ATR RO 17 3 WS 8 BATTERI 13 WS ERROR 18 4 WD GEO 9 UVBx5 85 14 ERROR 19 5 10 TEMP UVB 15 WD MAGNET 20 21 Hvis stationen k rer med et standard program kan man indtaste navnene nemt ved klikke p et af lokationerne i Edlog derefter trykke F5 Der popper et vindue op hvor man skriver ovenst ende ops tning ind N r man har gjort det trykker man p Esc knappen o Ankomstprogrammet xxx ddmm ank dld m ikke ndres Gem og compile programmet p ny xxx ddmm ank csi og derefter gemmes loggerprogrammet som xxx ddmm afg csi Kopiering foretaget Programmet ved afgang csi Fra programmet noteres alle multifaktore og offset pa alle parametre i skemaet n ste side Ankomst test Edlog afsluttes og lukkes ned klik p Exit under menuen File Eller X oppe i h jre hj rne Programmet associeres med stationen Det hentede loggerprogram associeres med stationen ved at i Connect klikke pa Associate program i men
42. s sgg og erstat for WATERLEVEL s ledes at v rdien rettes fra 0 00 til vandstanden for m lingen med tre decimaler Herefter importeres m lingen til Biber xml import til den korrekte m lestation Efterbehandling i Biber For Bankpoints kontrolleres at Bank roughness factor 1 Hvis vanddybden ved bredden afviger fra 0 meter lodret bred tilf jes en dybdem ling med position I cm fra bredden Alle vertikaler gennemg s 1 Kontroller at Ground factor 0 5 2 Tag stilling til hastighedsprofilets udseende hvis profilet er meget uj vnt midles der eventuelt over nabo m lepunkter dokumenteres i kopien af xml filen i lt m lingsid gt vertikaler xlsx se evt under QReview ovenfor 3 Tag stilling til om resultater fra Beam 3 skal bruges for at sikre en realistisk ekstrapolation af hastighedsprofilet til vandoverfladen I givet fald noteres i filen lt st nr gt nivellementer xlsx at beam 3 Vx3 er anvendt for den givne vertikal v rdien indtastes i Biber og de anvendte v rdier markeres i lt m lingsid gt vertikaler xlsx se evt under QReview ovenfor 4 Eventuelle vinkelkorrektioner og bridgecorrection se ovenfor under lt st nr gt _nivellementer xlsx indtastes Eventuelle supplerende dybdem linger og m linger i vertikaler med lav vanddybde foretaget med vingemaler tilfgjes Arbejdet kontrolleres af en anden person i afdelingen hvorefter status for m lingen i Biber ndres til Confirmed Felt
43. skema udfyldes i felten og gemmes efterf lgende i Vandf ringsm lings mapperne Datafiler gemmes F drevet under stationen XML fil udskrives og gemmes sammen med Feltskema Data overf res og gemmes i Biber side 4 af 6 P B15_Flerarige_projekter b15 02 Zackenberg B15 02 005 Afstr mningsprojekt 2009 2010 Feltarbejde 2010 Med p berbar Procedure for vandf ringsm ling vha Qliner ver 02 doc Appendix III ASIAQ procedure Version 0 2 Udstyr Q liner PDA Ekstra batterier til PDA og bluetooth antennen Q liner skema Excel skabelon Udstyr til at sikre og styre Q linerens placering i m letv rsnittet Pitch e Water Fore A Line Immersion depth 1 20 00 gt vi yw b ae ned 1 Roll J Front view Figur 1 Q liner Illustration af Beam 1 3 mv Fra ref 2 side 5 af 6 P B15_Flerarige_projekter b15 02 Zackenberg B15 02 005 Afstr mningsprojekt 2009 2010 Feltarbejde 2010 Med p b rbar Procedure for vandf ringsm ling vha Qliner ver 02 doc Appendix III ASIAQ procedure Version 0 2 13 10 2009 Beam1 Beam2 Beam3 0 50 100 150 200 250 Figur 2 Eksempel faneblad amplitude med tydelig udslag ved bunden Legend Legend Figur 3 Eksempel pa fanblad velocity De to figurer er fra to malinger i samme vertikal malingen til hgjre er foretaget med stgrre cell size Reference liste 1
44. st 13 2009 The interval between output written to the data logger is June 22 2009 changed from 60 min to 30 min Table 3 2 Sensors and measuring program at climate station west station 641 3 3 Hydrometric Station 642 Station 642 is placed approximately 0 5 km west of the Climate stations 640 and 641 Sensors are placed in armoured hoses to secure them from fox bites An overview is given in Table 3 3 Project no B15 02 May 2010 im ASIA Q ClimateBasis Manual for ZERO Version 1 10 Data stored in the data Sens r Sensor Measu logger Parameter Height ring Resolution Accuracy Type Average m a t Range feum Sample max min Campbell 2m 35 0 1 C 0 4 15 min Air Temperature 107 L 50 3 d max min sample Campbell 0 005 5 0 44 15 min CS547A 7 0mS 7 0mS cm 10566 cm 1 1 max min sample Conductivity 10 0 005 0 44mS cm l D amp A 0 4 000 0 25 NTU 15 Turbidity Instruments NTU or 196 10 sec Co OBS 3 Average Campbell 3m 0 5 0 1mm 1 or 5 min Water level Sonic SR50 M 10m 0 496 sample Sensor 45 Dr ck 1 5 35 0 01 m 0 25 5 min Water Level 1 PTX1730 mH20 0 sec sample Dr ck 1 5 35 0 01 m 0 25 5 min Water Level 2 PTX1730 mH20 Osec sample Campbell 35 0 1 C 0 4 5 min Water Tempera 107 L 50 Osee sample ture 1 Water Tempera Campbell 35 0 1 C 0 4 C 5mi
45. sultaterne fra Beam 1 2 hvilket skyldes at resultatet kun bygger p en enkelt sensor Data herfra inddrages kun n r den giver vigtig information om hastigheden n r overfladen typisk n r ekstrapolation af m lingerne fra Beam 1 2 til overfladen giver en urealistisk hgj eller lav overfladehastighed Q lineren m ler vandets temperatur og p baggrund heraf beregnes lydens hastighed i vandet Herudover m ler Q lineren hvor lang tid der g r fra lyd pulsen sendes ud til det reflekterede signal kommer tilbage til sensoren P baggrund heraf kan det beregnes fra hvilken dybde et reflekteret signal stammer I praksis inddeles vertikalen 1 et antal celler p baggrund af en brugervalgt cell size ADCP en midler over alle reflekterede signaler der modtages i det tidsvindue der passer til hver enkelt celle og der gives en middel vandhastighed for hver celle Q lineren udsender en puls hver 3 sekund og midler over m linger indenfor et brugerdefineret m leinterval measure time M leintervallet v lges typisk til 30 eller 60 sekunder Da Q lineren bruger tid p at omstille fra at udsende en lyd puls til at modtage det side 1 af 6 P B15_Flerarige_projekter b15 02 Zackenberg B15 02 005 Afstr mningsprojekt 2009 2010 Feltarbejde 2010 Med p berbar Procedure for vandf ringsm ling vha Qliner ver 02 doc Appendix III ASIAQ procedure Version 0 2 13 10 2009 E Q Fremgangsm de reflekterede signal kan hastigheden meget t t
46. tracking procedure is then carried out and eventually malfunctioning sensors and equipment are replaced After arrival test all planned work is carried out Before leaving the station a departure reference test is carried out This purpose of the departure test is to document and check all parameters at the station The station log and field reports are stored electronically and in paper versions at Asiaq Pictures and data are stored electronically The results of reference tests and sensor changes are stored in an Access database META that organizes all metadata related to Asiaq stations Data from the stations are imported to Asiaq s climate and hydrology database WISKT By the end of each field season the station maintenance is completed when a meeting between all involved personnel at Asiaq is held The purpose of this meeting is to summarize and evaluate the work that has been carried out on each station 4 2 Discharge Measurements Discharge measurements are used to establish a Q h relation which makes it possible to determine the discharge at any given water level within the span of the Q h relation A flood in 2005 changed the river cross profile and Q h relations valid for shorter periods have been established since Unfortunately it has not been possible to perform discharge measurements at very high water levels until summer 2009 due to safety precautions The lack of measurements at high flows was the main reason why the Danish Ene
47. uen Edit Man v lger det afgangsprogram man gemte her for oven xxx ddmm afg dld Vis de m lte parametre on line Klik pa feltet 1 ud for Numeric under Data Displays Nyt vindue popper op Tryk pa Add og klik pa Input Lokations det vindue der popper op Tryk p Paste og derefter Close Input lokationerne skulle nu kunne ses i Numeric Display 1 For referencetest noter sidste m ling af nedb rsm ler her Ingen mm eller Ingen cm Udf r kontrolmalinger nedb rsm ler og noter m leresultater i skemaet Kontrol af nedborsm ler Klar til ankomst test reference test ved ankomt Referencetest ved ankomst udf res Udfyld skemaet Ankomst test hvor hver parameter noteres med klokkeksl t nar det afl ses Registrer referencesensorer i skemaet Reference sensorer Efter ankomst test Defekte og afvigende sensorer skiftes ud Der skal skiftes kuglelejre pa vindsensorer hvis bleeseren pa stralingsskeermen ikke skiftes den og der skiftes silica gel SR Loggerprogrammet xxx ddmm afg csi tilpasses i fht nye sensitivitetsfaktorer nye sensorer der er sat op HUSK Indgreb i loggeren og justeringer skal overvejes noje for de udfores Hvis en mindre offsetfejl kan elimineres via softwaren kan den aendres igen over telefonlinie Appendix I Logblad for ET 640 Zackenberg st FITTE GR NLANDS FORUNDERSOGELSER De benyttede referencesensorer registreres V lg mellem Referencekuffert 1 el
48. urderes at ville v re mest egnet ud fra forventet vanddybde vandhastighed turbulensniveau m letv rsnittets bredde og sikkerhedsforhold For nye lokaliteter v lges m letv rsnit og metode optimalt set ved en rekognosceringstur s ledes at der opn s st rst muligt n jagtighed ved de efterf lgende vandf ringsm linger se generel procedure for vandf ringsm linger Ved etablerede m lesteder medbringes oplysninger om placering af evt fast nulpunkt for m letv rsnittet Oplad batteri i Q liner og PDA Skift evt batteriet til pda ens bluetooth antenne I felten M l orienteringen af tv rprofilet med kompas Nivell r vandspejlet i forhold til lokalitetens fikspunkt f r og efter vandf ringsm lingen Udfyld et Q liner skema for m lingen Excel skabelon S t indstillingerne i PDA en j vnf r anbefalingerne p Q liner skemaets bagside Efter m ling i den enkelte vertikal kontrolleres fanebladene for amplitude og velocity visuelt Faneblad for amplitude tjekkes for om der er en tydelig bund indikation Normalt viser graferne en aftagende v rdi med dybden indtil et tydeligt udslag ses hvilket indikerer bunden Figur 2 Hvis der ikke er en tydelig bund indikation kan det skyldes 1 Der dybere end den indtastede maximum depth gt indtast st rre v rdi for maximum depth kan h jst v re 11 9 m og m l igen 2 Meget turbulens hvor Q lineren ligger meget uroligt Forsgg at gentage m lingen Mal
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