appendix e calibration certificate for in-situ monitoring
TRANSCRIPT
Proposed Extension of Public Golf Course at Kau Sai Chau Island, Sai Kung Environmental Monitoring and Audit – Baseline Monitoring Report Issue 3
March 2006 App E Black & Veatch
Appendix E Calibration Certificate for
In-Situ Monitoring Equipment
MAUNSELL I AECOM
EQUIPMENT CALIBRATION RECORD
Type:Manufacturer/Brand:Model No.:Equipment No.:Sensitivity Adjustment Scale Setting:
Laser Dust MonitorSIBATALD-1A. 005. 05a
510 CPM
Operator: Eddie Yang (EWNY)
Standard Equipment
Last Calibration Date*:
Rupprecht & Patashnick TEOAtfIDCyberporl (Pui Ying Secondary School)Series 1400ABControl: 140AB219899803Sensor: 1200C143659803 Ko: 1250018 June 2005
Equipment:Venue:Model No.:Serial No:
*Remarks: Recommended interval for hardware calibration is 1 year
Calibration Result
Sensitivity Adjustment Scale Setting (Before Calibration):Sensitivity Adjustment Scale Setting (After Calibration):
510510
CPMCPM
Note: 1. Monitoring data was measured by Rupprecht & Patashnick TEOM@2. Total Count was logged by Laser Dust Monitor3. CounUminute was calculated by (Total CounU60)
By Linear Regression of Y or XSlope (K-factor):Correlation coefficient:
0.00130.9311
Validity of Calibration Record: 9 July 2006
Remarks:
QC Reviewer: Eddie Yang Signature: Date:
Hour Date Time Ambient Concentration1 Total CounU(dd-mm-yy) Condition (mg/m3) Counf Minute3
Temp R.H. Y-axis X-axis(OC) (%)
1 09-07-05 10:00 - 11:00 27.3 90 0.04908 2087 34.782 09-07-05 14:00 - 15:00 28.6 85 0.03566 1711 28.523 09-07-05 15:00 - 16:00 28.2 84 0.03059 1495 24.924 09-07-05 16:00 - 17:00 28.3 84 0.02393 1189 19.82
Maunsell
MaunsellEnvironmentalManagementConsultantsLtd.TSPHiahVolumeSam~
FieldCalibrationReQQtl
Station
Cal.Date:
EquipmentNo.:
KSCPublicGolfCourseBungalowA (GCAB1)29-Nov-05
A-001-47T
Operator:NextDueDate:
SerialNo.
GaryChoi28-Jan-06
B/M200HX
Temperature,Ta(K) T 297 IAmbientCondition
Pressure,Pa(mmHg) I 752.6
Remarks:
/~tlUQCReviewer:cL :1t-~V U
P:/GeneraI/HVS/KSC/GCA B1_29Nov05.xls
Signature: )£-[ J )) J2. &tI S-Date:
OrificeTransferStandardInformation
EquipmentNo.: 843 Slope,mc I 2.03361 I Intercept,bc 1 -0.04908LastCalibrationDate: 07-Dec-04 mex Qstd+be= [DHx (Pa/760)x (298/Ta)]1f2NextCalibrationDate: 06-Dec-05 Qstd={[CHx (Pa/760)x (298/Ta)]1f2-be}I me
CalibrationofTSPSamplerOrfiee HVSFlowRecorder
ResistancePlateQstd(m3/min)X ContinuousFlowRecorderNo. OH(orifice),
[OHx (Pa/760)x (298/Ta)]I/2FlowRecorder
in.ofwater -axis Reading(CFM) ReadingIC(CFM) V-axis
18 11.7 3.41 1.70 51.0 50.8413 9.2 3.02 1.51 45.0 44.86
10 7.2 2.67 1.34 39.0 38.877 4.3 2.07 1.04 29.0 28.915 2.7 1.64 0.83 20.0 19.94
ByLinearRegressionof VonX
Slope,mw= 35.1775 Intercept,bw= -8.4934CorrelationCoefficient*= 0.9975
*IfCorrelationCoefficient< 0.990,checkandrecalibrate.
SetPointCalculation
FromtheTSPFieldCalibrationCurve,takeQstd= 1.30m3/min
FromtheRegressionEquation,the"Y"valueaccordingto
mwx Qstd+bw= ICx [(Pa/760)x (298/Ta)]1f2
Therefore,SetPoint;IC= ( mwxQstd+bw) x [(760I Pa) x ( Ta1298)]1/2= 37.36