CN101566489B - Reagent constant volume method and CODcr on-line monitoring art - Google Patents

Reagent constant volume method and CODcr on-line monitoring art Download PDF

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CN101566489B
CN101566489B CN2009103033044A CN200910303304A CN101566489B CN 101566489 B CN101566489 B CN 101566489B CN 2009103033044 A CN2009103033044 A CN 2009103033044A CN 200910303304 A CN200910303304 A CN 200910303304A CN 101566489 B CN101566489 B CN 101566489B
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constant volume
reagent
cup
line
codcr
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CN101566489A (en
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谭春泉
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Sichuan Tianbao Huitong Environment Technology Co Ltd
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PANGANG HUITONG TECHNOLOGY INDUSTRIAL Co Ltd
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Abstract

The invention relates to a reagent constant volume method and a CODcr on-line monitoring art, belonging to chemical analysis field. The technical scheme is that: setting a reagent refluxing mouth at the position aligned with the constant volume line horizontal direction; during constant volume, feeding the reagent for constant volume into a constant volume cup; leading out the reagent higher than the constant volume line from the refluxing mouth; performing subsequent reaction for the residual reagent in the constant volume cup, i.e. constant volume reagent. The method is used for reagent constant volume method in the chemical reaction or analysis test. The constant volume method can accurately test the COD value in the waste water by the CODcr on-line automatic monitoring art and greatly improve the stability and reliability of the monitoring instrument that MTBF is more than or equal to 720 hours.

Description

Reagent constant volume method and CODcr on-line monitoring technology
Technical field
The present invention relates to a kind of peristaltic pump rotating reagent constant volume method and CODcr on-line monitoring instrument technology, belong to chemical analysis field.
Background technology
Chemical oxygen consumption (COC) (COD) is meant under certain conditions, the amount of the oxygenant that reducing substances consumed (is calculated with the oxygen amount in the oxidation 1 premium on currency sample, represent with mg/L), being an important overall target estimating polluter relative content in the water body, also is one of important indicator to river, industrial sewage monitoring and sewage treatment plant's blowdown control.CODcr measures chemical method, coulometric titration and instrumental method.Instrumental method principle of work: with the mixed liquor (catalyzer) of a certain amount of water sample, potassium dichromate digestion solution (oxygenant), silver sulfate and the concentrated sulphuric acid, be heated to 165 ℃ and fully clear up reaction, organism in the water and some reducing substances, oxidized in acid potassium bichromate solution, Cr 6+Be reduced to Cr 3+, at wavelength 610nm place, colorimetric estimation Cr 3+Content, thus converse chemical oxygen demand (COD) (CODcr).Facts have proved that the quality of CODcr online automatic monitor measuring accuracy and stability depends on the accuracy and the reproducible degree of accuracy of classes of agents metering.At present general metering method is that peristaltic pump is realized through the timing liquid feeding through the pump line of certain diameter, but as time goes by, and the fatigue of pump line or pipe clamp will cause the deviation of constant volume, or causes error in dipping because of voltage fluctuation.
Summary of the invention
Technical matters to be solved by this invention provides a kind of accurate, stable reagent constant volume method.And CODcr online automatic monitor technology proposed on this basis.
Technical solution of the present invention: the reagent constant volume method adopts the peristaltic pump rotating to extract constant volume.The place of flushing is provided with the reagent refluxing opening in constant volume scale mark horizontal direction, and the above reagent of constant volume line is derived from refluxing opening, and remaining reagent promptly is the reagent through constant volume in the constant volume cup.
The mode that described refluxing opening can be realized usually is the overflow vent at constant volume cup constant volume line place, the reagent automatic overflow that the constant volume line is above.The preferred mode of the present invention is: the outlet of adopting the delivery of therapeutic agents conduit is as refluxing opening, the outlet of delivery of therapeutic agents conduit (also can be described as inlet) outlet flushes with the constant volume scale mark, to need the reagent of constant volume to import the constant volume cup from the reagent storage bottle by the reagent delivery conduit, guarantee that liquid level surpasses the constant volume line, again the reagent solution more than the constant volume line is derived, subsequent reactions can be carried out, the accuracy of constant volume can be guaranteed simultaneously.
In order to save reagent, adopt peristaltic pump will need the reagent of constant volume to import the constant volume cup during constant volume from the reagent storage bottle, guarantee that liquid level surpasses the constant volume line, leads back the reagent corresponding storage bottle with the reagent solution more than the constant volume line again.
In order to carry out constant volume to the required reagent of each reaction simultaneously, described peristaltic pump can adopt many raceways peristaltic pump.And needn't adopt a plurality of single raceway peristaltic pumps, thus saved the program work time greatly, also reduced the use cost of equipment simultaneously.
The constant volume line can adopt the standard measuring cup to demarcate.1ml can be arranged, 2ml ... etc. different constant volume lines, all constant volume lines all through demarcating, can use different constant volume lines according to actual conditions.
CODcr online auto monitoring method of the present invention: the mixed liquor (catalyzer) that adopts water sample, potassium dichromate digestion solution (oxygenant), silver sulfate and the concentrated sulphuric acid behind the above-mentioned constant volume method constant volume, be heated to about 165 ℃ ± 2 ℃ and fully clear up reaction, organism in the water and some reducing substances, oxidized in acid potassium bichromate solution, Cr 6+Be reduced to Cr 3+, at wavelength 610nm place, colorimetric estimation Cr 3+Content, thus converse chemical oxygen demand (COD) (CODcr).
Particularly, may further comprise the steps:
A, the mixed liquor of water sample to be measured, potassium dichromate digestion solution, silver sulfate and the concentrated sulphuric acid is respectively charged in separately the reagent storage bottle, be connected on the peristaltic pump by the constant volume conduit respectively, the peristaltic pump other end connects the constant volume cup of each reagent by the constant volume conduit, and each constant volume cup is connected to reactor by the reaction conduit;
The required reagent of reaction is cleared up in b, setting: the volume of water sample to be measured, potassium dichromate digestion solution, catalyzer; Employing standard measuring cup carries out volume calibration to the constant volume cup of each reagent, marks the constant volume line at the constant volume wall of cup, and the constant volume conduit outlet is flushed with constant volume line separately; Described catalyzer is the mixed liquor of the silver sulfate and the concentrated sulphuric acid;
C, peristaltic pump are just changeing in each reagent importing constant volume cup separately, guarantee that each reagent liquid level surpasses constant volume line separately, by peristaltic pump counter-rotating the reagent more than the constant volume line is led back separately reagent reservoir bottle then, remaining reagent promptly is the reagent that passes through constant volume in the constant volume cup;
Each reagent through constant volume in d, the constant volume cup is delivered to mixing reactor by the reaction conduit, is heated to and fully clears up reaction, Cr about 165 ± 2 ℃ 6+Be reduced to Cr 3+, at wavelength 610nm place, colorimetric estimation Cr 3+Content, thus converse CODcr.
React required reagent and can also comprise distilled water, carry out identical operations simultaneously, be used for diluting reaction reagent or purge heater and colorimetric vessel with other reagent.
Further, technology is seen Fig. 3.Described peristaltic pump is four raceway peristaltic pumps, has replaced the peristaltic pump of 4 single raceways by four raceway peristaltic pumps, and four raceway peristaltic pumps are carried all ingredients by just changeing simultaneously to the constant volume cup.Simultaneously 4 kinds of different reagent are carried out constant volume by counter-rotating, thereby saved the program work time greatly, also reduced the use cost of equipment simultaneously
Another technical matters to be solved by this invention provides a kind of online automatic monitor, comprise raceway peristaltic pump more than, a plurality of reagent storage bottle, a plurality of constant volume cups, 1 reactor, endpoint monitoring and control system, and data handling system, wherein, reagent storage bottle and constant volume cup are connected on the peristaltic pump by the constant volume conduit respectively, and each constant volume cup is delivered to reactor by the reaction conduit respectively; The constant volume line is arranged on the wall of constant volume cup, and the constant volume conduit outlet flushes with the constant volume line.
Particularly, the CODcr online automatic monitor comprises one 4 raceway peristaltic pump, water sample to be measured, potassium dichromate digestion solution, catalyzer, distilled water reagent storage bottle separately and corresponding separately constant volume cup, 1 reactor, and 1 colorimetric estimation system and computer control system; Wherein on each constant volume wall of cup the constant volume line is arranged, each reagent storage bottle and corresponding separately constant volume cup are connected on the 4 raceway peristaltic pumps by the constant volume conduit respectively, and the constant volume conduit outlet flushes with the constant volume line, and each constant volume cup is delivered to reactor by the reaction conduit respectively; Adopt the colorimetric estimation system to detect titration end-point, by computer system control colorimetric titration system and calculate CODcr.
In order better to finish technical scheme of the present invention,, peristaltic pump of the present invention carries the peristaltic pump of liquid but preferably adopting rotating to wriggle.
Beneficial effect of the present invention: the present invention can measure the COD value in the waste water accurately, and every technical indicator meets country and company standard fully, has improved the stability and the reliability of monitor greatly, makes MTBF 〉=720 hour, receives Expected Results.
Description of drawings
Fig. 1 peristaltic pump is just being changed a job and is being made synoptic diagram, and peristaltic pump is just changeing all ingredients is sent in the constant volume cup, and the reagent solution liquid level substantially exceeds standard constant volume line.
Fig. 2 peristaltic pump counter-rotating work synoptic diagram is drawn back the reagent of various surplus capacities to original solution bottle during the peristaltic pump counter-rotating, makes liquid level at standard constant volume line, reaches the purpose of constant volume.
Wherein, numbering 1 is that peristaltic pump, 2 is that reagent storage bottle, 3 is that reagent, 4 is that constant volume cup, 5 is that constant volume conduit, 6 is that constant volume line, 7 is to react conduit.
Fig. 3 CODcr online auto monitoring process schematic representation.
Embodiment
Reagent constant volume method of the present invention can adopt the peristaltic pump forward and backward to extract constant volume, sees Fig. 1 and Fig. 2.Comprise reagent storage bottle 2, peristaltic pump 1, constant volume cup 4, reagent storage bottle 2, constant volume cup 4 are connected on the peristaltic pump 1 by constant volume conduit 5 respectively; Constant volume line 6 is arranged on the wall of constant volume cup 4, and constant volume conduit 5 outlets that constant volume cup 4 is connected peristaltic pump 1 flush with constant volume line 6.During constant volume, just changeing in the reagent 3 importing constant volume cups 4, guaranteeing that liquid level is much higher than the height of constant volume line 6, by peristaltic pump 1 counter-rotating the reagent more than the constant volume line 3 is being led back in the reagent reservoir bottle 2 then by raceway peristaltic pump 1.Remaining reagent 3 is the reagent of constant volume in the constant volume cup, can be delivered to reactor by reaction conduit 7 and carry out subsequent reactions.
The constant volume line can adopt the standard measuring cup to demarcate.1ml can be arranged, 2ml ... on the constant volume line of different volumes, all constant volume lines all through demarcating, can select to use different constant volume lines according to actual conditions.
CODcr online auto monitoring technology of the present invention may further comprise the steps:
A, water sample to be measured, potassium dichromate digestion solution, catalyzer (mixed liquor of the silver sulfate and the concentrated sulphuric acid), distilled water are respectively charged in separately the reagent storage bottle, and be connected on the four raceway peristaltic pumps, the four raceway peristaltic pump other ends connect the constant volume cup of each reagent, and each constant volume cup is connected to reactor;
The required reagent of reaction is cleared up in b, setting: the volume of water sample to be measured, potassium dichromate digestion solution, catalyzer, distilled water; Employing standard measuring cup carries out volume calibration to the constant volume cup of each reagent, marks the constant volume line at the constant volume wall of cup, and the constant volume conduit outlet is flushed with constant volume line separately;
C, four raceway peristaltic pumps are just changeing in the constant volume cup that simultaneously each reagent is imported separately, guarantee that each reagent liquid level surpasses constant volume line separately, simultaneously the reagent more than the constant volume line is led back separately reagent reservoir bottle by four raceway peristaltic pumps counter-rotatings then, remaining reagent promptly is the reagent that passes through constant volume in the constant volume cup; Reach the effect of simultaneously 4 kinds of different reagent being carried out constant volume.
Each reagent of d, process constant volume is delivered to reactor simultaneously by the reaction conduit to be mixed, and mixed liquor is heated to 165 ℃ and fully clears up reaction, and the organism in the water and some reducing substances are oxidized in acid potassium bichromate solution, Cr 6+Be reduced to Cr 3+, at wavelength 610nm place, colorimetric estimation Cr 3+Content, thus converse CODcr.Distilled water is used for diluting or purge heater and colorimetric vessel.
Can pass through classical control system, monitor to on-line continuous.
The CODcr online automatic monitor, comprise one 4 raceway peristaltic pump, water sample to be measured, potassium dichromate digestion solution, catalyzer, distilled water reagent storage bottle separately and corresponding separately constant volume cup, 1 reactor, and 1 colorimetric estimation system and computer control system; Wherein on each constant volume wall of cup the constant volume line is arranged, each reagent storage bottle and corresponding separately constant volume cup are connected on the 4 raceway peristaltic pumps by the constant volume conduit respectively, and the constant volume conduit outlet flushes with the constant volume line, and each constant volume cup is delivered to reactor by the reaction conduit respectively; Adopt the colorimetric estimation system to detect titration end-point, by computer system control colorimetric titration system and calculate CODcr
Below mode by specific embodiment the present invention is further described, be limited to following examples but should not be construed as the present invention.The modification that those skilled in the art make according to above-mentioned technological invention thought, replacement, change all belong to the present invention.
Technological parameter in following examples:
The rate of heat addition: 546s
Rate of temperature fall: 204s
Sampling rate:
1, oxygenant: 25s
2, distilled water: 40s
3, water sample: 35s
4, catalyzer: 50s
The test of embodiment 1 reappearance
According to predefined amount, with 3 milliliters COD water sample, 1 milliliter of potassium dichromate digestion solution, the mixed liquor (catalyzer) of the 5 milliliters of silver sulfates and the concentrated sulphuric acid, 2 milliliters distilled water is constant volume respectively:
1, peristaltic pump was just changeing 50 seconds, and each reagent moves in the constant volume cup, guarantees that liquid level surpasses the constant volume line.
2, the peristaltic pump counter-rotating is 50 seconds, and the reagent more than the constant volume line is drawn back each reagent reservoir bottle.
3, demarcate each constant volume cup raffinate with the standard measuring cup.
The solution of each constant volume cup constant volume is delivered to hybrid heater, is mixed and heated to 165 ℃ ± 2 ℃ heating and clears up reaction in 15 minutes, be chilled to room temperature after, at wavelength 610nm place, colorimetric estimation Cr 3+Content, thus converse chemical oxygen demand (COD) (CODcr).The results are shown in Table 1, range sees Table 2, and drift sees Table 3.
Table 1
Sequence number Time The COD value
1 2009-05-12?09:00:00 -0.75
2 2009-05-12?10:00:00 1.43
3 2009-05-12?11:00:00 2.68
4 2009-05-12?12:00:00 1.70
5 2009-05-12?13:00:00 1.06
6 2009-05-12?14:00:00 -1.54
7 2009-05-12?15:00:00 2.86
8 2009-05-12?16:00:00 1.25
9 2009-05-12?17:00:00 679.54
10 2009-05-12?18:00:00 780.37
11 2009-05-12?19:00:00 799.05
12 2009-05-12?20:00:00 782.14
13 2009-05-12?21:00:00 790.39
14 2009-05-12-22:00:00 775.69
15 2009-05-12?23:00:00 801.25
Table 2
Sequence number Time The COD value
1 2009-05-12?05:00:00 787.70
2 2009-05-12?06:00:00 790.41
3 2009-05-12?07:00:00 776.64
4 2009-05-12?08:00:00 801.79
5 2009-05-15?09:00:00 770.96
6 2009-05-15?10:00:00 775.84
7 2009-05-15?11:00:00 770.62
8 2009-05-15?12:00:00 786.47
Table 3
Sequence number Time The COD value
1 2009-05-13-09:00:00 1.01
2 2009-05-13?10:00:00 1.76
3 2009-05-13?11:00:00 1.37
4 2009-0513-12:00:00 -0.67
5 2009-05-13?13:00:00 -1.35
6 2009-05-13?14:00:00 1.68
7 2009-05-13?15:00:00 2.75
8 2009-05-13?16:00:00 -2.66
9 2009-05-13-17:00:00 -1.07
10 2009-05-13-18:00:00 2.54
11 2009-05-13-19:00:00 0.17
12 2009-05-13?20:00:00 2.84
13 2009-05-13?21:00:00 -1.38
14 2009-05-13?22:00:00 2.71
15 2009-05-13?23:00:00 1.84
16 2009-05-14?00:00:00 2.30
17 2009-05-14?01:00:00 1.67
18 2009-05-14?02:00:00 -2.51
19 2009-05-14?03:00:00 0.37
20 2009-05-14?04:00:00 1.95
21 2009-05-14?05:00:00 1.42
22 2009-05-14?06:00:00 2.06
23 2009-05-14-07:00:00 2.74
24 2009-0514-08:00:00 1.59
From table 1, table 2, table 3 as can be seen, the deviation ratio of reappearance, drift and span drift is less; The standard deviation of method and the requirement of relative standard deviation coincidence detection; This method can be applied in the environmental monitoring water analysis work.
Get the ambient water quality standard model of standard model research institute of State Environmental Protection Administration and measure, all in given range, test result is qualified for measured value.
Embodiment 2 test actual waste water samples
Test MTBF (average non-failure operation time) reagent that uses is about the actual waste water sample of 100mg/L as the COD value.
Monitor was tested 24 times from every day on May 11st, 12 days 1 April in 2009, did not break down.The result is as follows:
Table 4
Sequence number Time The COD value
1 2009-04-12?10:00:00 100.95
2 2009-04-12?11:00:00 101.27
3 2009-04-12?12:00:00 101.70
4 2009-04-12?13:00:00 107.92
5 2009-04-12?14:00:00 93.48
6 2009-04-12?15:00:00 100.27
7 2009-04-12?16:00:00 91.83
8 2009-04-12?17:00:00 93.32
9 2009-04-12?18:00:00 92.38
10 2009-04-12?19:00:00 97.56
11 2009-04-12?20:00:00 102.04
12 2009-04-12?21:00:00 103.26
13 2009-04-12?22:00:00 91.14
14 2009-04-12?23:00:00 106.05
15 2009-04-13?00:00:00 107.52
16 2009-04-13?01:00:00 108.51
17 2009-04-13?02:00:00 99.24
18 2009-04-13?03:00:00 94.19
19 2009-04-13?04:00:00 109.94
20 2009-04-13?05:00:00 97.85
21 2009-04-13?06:00:00 106.80
22 2009-04-13?07:00:00 91.85
23 2009-04-13?08:00:00 90.18
24 2009-04-13?09:00:00 95.46
25 2009-04-13?10:00:00 106.75
26 2009-04-13?11:00:00 94.11
27 2009-04-13?12:00:00 99.16
28 2009-04-13?13:00:00 92.17
29 2009-04-13?14:00:00 104.70
30 2009-04-13?15:00:00 97.23
31 2009-04-13?16:00:00 98.50
32 2009-04-13?17:00:00 109.80
33 2009-04-13?18:00:00 93.38
34 2009-04-13?19:00:00 91.27
35 2009-04-13?20:00:00 92.95
36 2009-04-13?21:00:00 108.10
37 2009-04-13?22:00:00 98.53
38 2009-04-13?23:00:00 103.66
39 2009-04-14?00:00:00 106.43
40 2009-04-14?01:00:00 93.56
41 2009-04-14?02:00:00 93.11
42 2009-04-14?03:00:00 98.11
43 2009-04-14?04:00:00 103.64
44 2009-04-14?05:00:00 99.51
45 2009-04-14?06:00:00 106.69
46 2009-04-14?07:00:00 103.26
47 2009-04-14?08:00:00 108.99
48 2009-04-14?09:00:00 96.92
49 2009-04-14?10:00:00 106.94
50 2009-04-14?11:00:00 95.44
51 2009-04-14?12:00:00 104.78
52 2009-04-14?13:00:00 105.23
53 2009-04-14?14:00:00 100.02
54 2009-04-14?15:00:00 109.89
55 2009-04-14?16:00:00 100.63
56 2009-04-14?17:00:00 102.54
57 2009-04-14?18:00:00 106.84
58 2009-04-14?19:00:00 104.86
59 2009-04-14?20:00:00 95.72
60 2009-04-14?21:00:00 104.66
61 2009-04-14?22:00:00 102.00
62 2009-04-14?23:00:00 92.89
63 2009-04-15?00:00:00 106.12
64 2009-04-15?01:00:00 92.31
65 2009-04-15?02:00:00 92.28
66 2009-04-15?03:00:00 103.72
67 2009-04-15?04:00:00 98.73
68 2009-04-15?05:00:00 95.81
69 2009-04-15?06:00:00 101.56
70 2009-04-15?07:00:00 93.20
71 2009-04-15?08:00:00 103.92
72 2009-04-15?09:00:00 96.72
73 2009-04-15?10:00:00 99.15
74 2009-04-15?11:00:00 102.50
75 2009-04-15?12:00:00 108.63
76 2009-04-15?13:00:00 95.80
77 2009-04-15?14:00:00 98.21
78 2009-04-15?15:00:00 102.08
79 2009-04-15?16:00:00 101.96
80 2009-04-15?17:00:00 106.58
81 2009-04-15?18:00:00 101.32
82 2009-04-15?19:00:00 104.76
83 2009-04-15?20:00:00 94.86
84 2009-04-15?21:00:00 103.97
85 2009-04-15?22:00:00 99.89
86 2009-04-15?23:00:00 102.24
87 2009-04-16?00:00:00 106.09
88 2009-04-16?01:00:00 107.35
89 2009-04-16?02:00:00 104.55
90 2009-04-16?03:00:00 109.53
91 2009-04-16?04:00:00 96.12
92 2009-04-16?05:00:00 107.38
93 2009-04-16?06:00:00 93.10
94 2009-04-16?07:00:00 91.53
95 2009-04-16?08:00:00 100.90
96 2009-04-16?09:00:00 95.97
97 2009-04-16?10:00:00 93.05
98 2009-04-16?11:00:00 96.28
99 2009-04-16?12:00:00 107.47
100 2009-04-16?13:00:00 108.88
101 2009-04-16?14:00:00 105.70
102 2009-04-16?15:00:00 109.12
103 2009-04-16?16:00:00 103.08
104 2009-04-16?17:00:00 100.10
105 2009-04-16?18:00:00 108.40
106 2009-04-16?19:00:00 92.29
107 2009-04-16?20:00:00 99.94
108 2009-04-16?21:00:00 97.65
109 2009-04-16?22:00:00 102.13
110 2009-04-16?23:00:00 104.16
111 2009-04-17?00:00:00 107.26
112 2009-04-17?01:00:00 99.94
113 2009-04-17?02:00:00 101.06
114 2009-04-17?03:00:00 102.62
115 2009-04-17?04:00:00 92.63
116 2009-04-17?05:00:00 102.24
117 2009-04-17?06:00:00 91.12
118 2009-04-17?07:00:00 106.94
119 2009-04-17?08:00:00 104.43
120 2009-04-17?09:00:00 92.53
121 2009-04-17?10:00:00 94.35
122 2009-04-17?11:00:00 102.48
123 2009-04-17?12:00:00 97.35
124 2009-04-17?13:00:00 106.14
125 2009-04-17?14:00:00 105.96
126 2009-04-17?15:00:00 102.60
127 2009-04-17?16:00:00 92.73
128 2009-04-17?17:00:00 98.56
129 2009-04-17?18:00:00 100.96
130 2009-04-17?19:00:00 92.21
131 2009-04-17?20:00:00 95.68
132 2009-04-17?21:00:00 105.79
133 2009-04-17?22:00:00 97.22
134 2009-04-17?23:00:00 107.27
135 2009-04-18?00:00:00 100.85
136 2009-04-18?01:00:00 91.63
137 2009-04-18?02:00:00 91.89
138 2009-04-18?03:00:00 94.66
139 2009-04-18?04:00:00 108.63
140 2009-04-18?05:00:00 91.17
141 2009-04-18?06:00:00 97.97
142 2009-04-18?07:00:00 106.74
143 2009-04-18?08:00:00 103.87
144 2009-04-18?09:00:00 90.09
145 2009-04-18?10:00:00 97.97
146 2009-04-18?11:00:00 95.10
147 2009-04-18?12:00:00 98.71
148 2009-04-18?13:00:00 108.82
149 2009-04-18?14:00:00 101.53
150 2009-04-18?15:00:00 97.66
151 2009-04-18?16:00:00 91.64
152 2009-04-18?17:00:00 91.30
153 2009-04-18?18:00:00 103.83
154 2009-04-18?19:00:00 103.71
155 2009-04-18?20:00:00 104.56
156 2009-04-18?21:00:00 107.37
157 2009-04-18?22:00:00 91.71
158 2009-04-18?23:00:00 91.18
159 2009-04-19?00:00:00 109.64
160 2009-04-19?01:00:00 108.45
161 2009-04-19?02:00:00 94.37
162 2009-04-19?03:00:00 100.43
163 2009-04-19?04:00:00 108.05
164 2009-04-19?05:00:00 105.64
165 2009-04-19?06:00:00 105.52
166 2009-04-19?07:00:00 99.13
167 2009-04-19?08:00:00 92.28
168 2009-04-19?09:00:00 109.85
169 2009-04-19?10:00:00 93.79
170 2009-04-19?11:00:00 102.41
171 2009-04-19?12:00:00 93.91
172 2009-04-19?13:00:00 103.14
173 2009-04-19?14:00:00 108.43
174 2009-04-19?15:00:00 102.73
175 2009-04-19?16:00:00 108.86
176 2009-04-19?17:00:00 100.73
177 2009-04-19?18:00:00 97.01
178 2009-04-19?19:00:00 93.93
179 2009-04-19?20:00:00 101.81
180 2009-04-19?21:00:00 93.12
181 2009-04-19?22:00:00 102.09
182 2009-04-19?23:00:00 103.69
183 2009-04-20?00:00:00 101.84
184 2009-04-20?01:00:00 107.52
185 2009-04-20?02:00:00 93.71
186 2009-04-20?03:00:00 98.84
187 2009-04-20?04:00:00 90.99
188 2009-04-20?05:00:00 98.15
189 2009-04-20?06:00:00 104.57
190 2009-04-20?07:00:00 97.95
191 2009-04-20?08:00:00 97.76
192 2009-04-20?09:00:00 104.67
193 2009-04-20?10:00:00 104.79
194 2009-04-20?11:00:00 95.45
195 2009-04-20?12:00:00 97.36
196 2009-04-20?13:00:00 108.15
197 2009-04-20?14:00:00 103.10
198 2009-04-20?15:00:00 91.81
199 2009-04-20?16:00:00 90.56
200 2009-04-20?17:00:00 103.95
201 2009-04-20?18:00:00 91.36
202 2009-04-20?19:00:00 93.97
203 2009-04-20?20:00:00 103.10
204 2009-04-20?21:00:00 100.91
205 2009-04-20?22:00:00 99.28
206 2009-04-20?23:00:00 100.62
207 2009-04-21?00:00:00 97.44
208 2009-04-21?01:00:00 106.20
209 2009-04-21?02:00:00 96.21
210 2009-04-21?03:00:00 96.44
211 2009-04-21?04:00:00 98.80
212 2009-04-21?05:00:00 105.17
213 2009-04-21?06:00:00 106.85
214 2009-04-21?07:00:00 109.95
215 2009-04-21?08:00:00 107.27
216 2009-04-21?09:00:00 95.68
217 2009-04-21?10:00:00 97.82
218 2009-04-21?11:00:00 99.11
219 2009-04-21?12:00:00 98.04
220 2009-04-21?13:00:00 106.17
221 2009-04-21?14:00:00 101.90
222 2009-04-21?15:00:00 99.24
223 2009-04-21?16:00:00 101.38
224 2009-04-21?17:00:00 96.87
225 2009-04-21?18:00:00 96.83
226 2009-04-21?19:00:00 97.43
227 2009-04-21?20:00:00 104.51
228 2009-04-21?21:00:00 93.66
229 2009-04-21?22:00:00 105.60
230 2009-04-21?23:00:00 108.03
231 2009-04-22?00:00:00 106.98
232 2009-04-22?01:00:00 93.71
233 2009-04-22?02:00:00 95.01
234 2009-04-22?03:00:00 93.42
235 2009-04-22?04:00:00 91.63
236 2009-04-22?05:00:00 92.49
237 2009-04-22?06:00:00 99.46
238 2009-04-22?07:00:00 104.56
239 2009-04-22?08:00:00 102.95
240 2009-04-22?09:00:00 91.44
241 2009-04-22?10:00:00 106.78
242 2009-04-22?11:00:00 105.59
243 2009-04-22?12:00:00 94.63
244 2009-04-22?13:00:00 95.63
245 2009-04-22?14:00:00 93.04
246 2009-04-22?15:00:00 96.97
247 2009-04-22?16:00:00 98.29
248 2009-04-22?17:00:00 100.90
249 2009-04-22?18:00:00 103.15
250 2009-04-22?19:00:00 101.40
251 2009-04-22?20:00:00 95.20
252 2009-04-22?21:00:00 99.73
253 2009-04-22?22:00:00 104.19
254 2009-04-22?23:00:00 107.01
255 2009-04-23?00:00:00 102.90
256 2009-04-23?01:00:00 105.31
257 2009-04-23?02:00:00 108.25
258 2009-04-23?03:00:00 92.15
259 2009-04-23?04:00:00 98.55
260 2009-04-23?05:00:00 103.15
261 2009-04-23?06:00:00 91.80
262 2009-04-23?07:00:00 106.15
263 2009-04-23?08:00:00 90.97
264 2009-04-23?09:00:00 109.57
265 2009-04-23?10:00:00 108.28
266 2009-04-23?11:00:00 90.42
267 2009-04-23?12:00:00 103.08
268 2009-04-23?13:00:00 106.52
269 2009-04-23?14:00:00 101.01
270 2009-04-23?15:00:00 94.30
271 2009-04-23?16:00:00 96.85
272 2009-04-23?17:00:00 92.05
273 2009-04-23?18:00:00 93.02
274 2009-04-23?19:00:00 109.97
275 2009-04-23?20:00:00 102.42
276 2009-04-23?21:00:00 95.80
277 2009-04-23?22:00:00 100.96
278 2009-04-23?23:00:00 100.93
279 2009-04-24?00:00:00 103.40
280 2009-04-24?01:00:00 98.92
281 2009-04-24?02:00:00 109.78
282 2009-04-24?03:00:00 108.20
283 2009-04-24?04:00:00 100.11
284 2009-04-24?05:00:00 107.79
285 2009-04-24?06:00:00 95.04
286 2009-04-24?07:00:00 108.82
287 2009-04-24?08:00:00 102.83
288 2009-04-24?09:00:00 100.89
289 2009-04-24?10:00:00 109.92
290 2009-04-24?11:00:00 91.01
291 2009-04-24?12:00:00 96.65
292 2009-04-24?13:00:00 98.21
293 2009-04-24?14:00:00 103.57
294 2009-04-24?15:00:00 100.15
295 2009-04-24?16:00:00 90.09
296 2009-04-24?17:00:00 92.57
297 2009-04-24?18:00:00 107.82
298 2009-04-24?19:00:00 100.29
299 2009-04-24?20:00:00 109.14
300 2009-04-24?21:00:00 92.24
301 2009-04-24?22:00:00 99.10
302 2009-04-24?23:00:00 105.23
303 2009-04-25?00:00:00 108.72
304 2009-04-25?01:00:00 94.23
305 2009-04-25?02:00:00 92.37
306 2009-04-25?03:00:00 103.81
307 2009-04-25?04:00:00 103.39
308 2009-04-25?05:00:00 97.56
309 2009-04-25?06:00:00 94.09
310 2009-04-25?07:00:00 93.62
311 2009-04-25?08:00:00 109.20
312 2009-04-25?09:00:00 96.08
313 2009-04-25?10:00:00 90.92
314 2009-04-25?11:00:00 107.62
315 2009-04-25?12:00:00 98.53
316 2009-04-25?13:00:00 99.90
317 2009-04-25?14:00:00 101.19
318 2009-04-25?15:00:00 107.88
319 2009-04-25?16:00:00 99.82
320 2009-04-25?17:00:00 105.12
321 2009-04-25?18:00:00 105.84
322 2009-04-25?19:00:00 91.02
323 2009-04-25?20:00:00 104.08
324 2009-04-25?21:00:00 101.07
325 2009-04-25?22:00:00 105.94
326 2009-04-25?23:00:00 99.64
327 2009-04-26?00:00:00 90.02
328 2009-04-26?01:00:00 94.39
329 2009-04-26?02:00:00 103.41
330 2009-04-26?03:00:00 103.96
331 2009-04-26?04:00:00 109.63
332 2009-04-26?05:00:00 99.54
333 2009-04-26?06:00:00 92.02
334 2009-04-26?07:00:00 108.36
335 2009-04-26?08:00:00 106.28
336 2009-04-26?09:00:00 94.80
337 2009-04-26?10:00:00 95.39
338 2009-04-26?11:00:00 106.92
339 2009-04-26?12:00:00 106.90
340 2009-04-26?13:00:00 93.47
341 2009-04-26?14:00:00 98.99
342 2009-04-26?15:00:00 102.46
343 2009-04-26?16:00:00 100.45
344 2009-04-26?17:00:00 109.39
345 2009-04-26?18:00:00 92.93
346 2009-04-26?19:00:00 93.42
347 2009-04-26?20:00:00 104.33
348 2009-04-26?21:00:00 106.25
349 2009-04-26?22:00:00 92.49
350 2009-04-26?23:00:00 103.00
351 2009-04-27?00:00:00 90.64
352 2009-04-27?01:00:00 90.15
353 2009-04-27?02:00:00 93.13
354 2009-04-27?03:00:00 94.86
355 2009-04-27?04:00:00 94.27
356 2009-04-27?05:00:00 94.56
357 2009-04-27?06:00:00 107.04
358 2009-04-27?07:00:00 109.84
359 2009-04-27?08:00:00 94.55
360 2009-04-27?09:00:00 97.34
361 2009-04-27?10:00:00 97.96
362 2009-04-27?11:00:00 107.98
363 2009-04-27?12:00:00 92.50
364 2009-04-27?13:00:00 98.91
365 2009-04-27?14:00:00 101.20
366 2009-04-27?15:00:00 90.33
367 2009-04-27?16:00:00 95.35
368 2009-04-27?17:00:00 101.23
369 2009-04-27?18:00:00 105.76
370 2009-04-27?19:00:00 104.79
371 2009-04-27?20:00:00 90.40
372 2009-04-27?21:00:00 96.68
373 2009-04-27?22:00:00 105.36
374 2009-04-27?23:00:00 90.48
375 2009-04-28?00:00:00 100.01
376 2009-04-28?01:00:00 106.45
377 2009-04-28?02:00:00 95.27
378 2009-04-28?03:00:00 104.96
379 2009-04-28?04:00:00 99.53
380 2009-04-28?05:00:00 97.67
381 2009-04-28?06:00:00 101.94
382 2009-04-28?07:00:00 108.63
383 2009-04-28?08:00:00 90.20
384 2009-04-28?09:00:00 98.75
385 2009-04-28?10:00:00 102.05
386 2009-04-28?11:00:00 90.78
387 2009-04-28?12:00:00 108.75
388 2009-04-28?13:00:00 102.18
389 2009-04-28?14:00:00 98.14
390 2009-04-28?15:00:00 91.60
391 2009-04-28?16:00:00 105.63
392 2009-04-28?17:00:00 94.32
393 2009-04-28?18:00:00 107.49
394 2009-04-28?19:00:00 104.54
395 2009-04-28?20:00:00 93.81
396 2009-04-28?21:00:00 101.49
397 2009-04-28?22:00:00 91.18
398 2009-04-28?23:00:00 93.40
399 2009-04-29?00:00:00 99.90
400 2009-04-29?01:00:00 91.59
401 2009-04-29?02:00:00 100.31
402 2009-04-29?03:00:00 108.49
403 2009-04-29?04:00:00 99.52
404 2009-04-29?05:00:00 100.97
405 2009-04-29?06:00:00 106.03
406 2009-04-29?07:00:00 96.36
407 2009-04-29?08:00:00 108.87
408 2009-04-29?09:00:00 105.50
409 2009-04-29?10:00:00 90.53
410 2009-04-29?11:00:00 107.25
411 2009-04-29?12:00:00 94.26
412 2009-04-29?13:00:00 105.59
413 2009-04-29?14:00:00 105.63
414 2009-04-29?15:00:00 94.85
415 2009-04-29?16:00:00 91.51
416 2009-04-29?17:00:00 104.31
417 2009-04-29?18:00:00 95.96
418 2009-04-29?19:00:00 92.69
419 2009-04-29?20:00:00 97.18
420 2009-04-29?21:00:00 108.00
421 2009-04-29?22:00:00 93.63
422 2009-04-29?23:00:00 101.41
423 2009-04-30?00:00:00 103.30
424 2009-04-30?01:00:00 108.91
425 2009-04-30?02:00:00 101.16
426 2009-04-30?03:00:00 91.45
427 2009-04-30?04:00:00 97.77
428 2009-04-30?05:00:00 99.02
429 2009-04-30?06:00:00 109.64
430 2009-04-30?07:00:00 95.45
431 2009-04-30?08:00:00 102.01
432 2009-04-30?09:00:00 94.60
433 2009-04-30?10:00:00 108.96
434 2009-04-30?11:00:00 94.75
435 2009-04-30?12:00:00 107.96
436 2009-04-30?13:00:00 100.75
437 2009-04-30?14:00:00 96.96
438 2009-04-30?15:00:00 94.39
439 2009-04-30?16:00:00 106.14
440 2009-04-30?17:00:00 95.40
441 2009-04-30?18:00:00 104.44
442 2009-04-30?19:00:00 90.89
443 2009-04-30?20:00:00 106.76
444 2009-04-30?21:00:00 102.08
445 2009-04-30?22:00:00 102.80
446 2009-04-30?23:00:00 107.36
447 2009-05-01?00:00:00 105.73
448 2009-05-01?01:00:00 90.84
449 2009-05-01?02:00:00 91.37
450 2009-05-01?03:00:00 100.13
451 2009-05-01?04:00:00 97.35
452 2009-05-01?05:00:00 96.75
453 2009-05-01?06:00:00 91.02
454 2009-05-01?07:00:00 91.38
455 2009-05-01?08:00:00 105.74
456 2009-05-01?09:00:00 95.26
457 2009-05-01?10:00:00 101.25
458 2009-05-01?11:00:00 92.14
459 2009-05-01?12:00:00 96.68
460 2009-05-01?13:00:00 103.89
461 2009-05-01?14:00:00 107.37
462 2009-05-01?15:00:00 109.99
463 2009-05-01?16:00:00 101.90
464 2009-05-01?17:00:00 109.58
465 2009-05-01?18:00:00 94.78
466 2009-05-01?19:00:00 105.90
467 2009-05-01?20:00:00 97.59
468 2009-05-01?21:00:00 91.06
469 2009-05-01?22:00:00 97.22
470 2009-05-01?23:00:00 94.47
471 2009-05-02?00:00:00 109.07
472 2009-05-02?01:00:00 95.65
473 2009-05-02?02:00:00 95.82
474 2009-05-02?03:00:00 92.13
475 2009-05-02?04:00:00 103.44
476 2009-05-02?05:00:00 99.83
477 2009-05-02?06:00:00 95.81
478 2009-05-02?07:00:00 107.48
479 2009-05-02?08:00:00 102.12
480 2009-05-02?09:00:00 93.00
481 2009-05-02?10:00:00 97.89
482 2009-05-02?11:00:00 98.23
483 2009-05-02?12:00:00 95.18
484 2009-05-02?13:00:00 93.78
485 2009-05-02?14:00:00 90.95
486 2009-05-02?15:00:00 109.22
487 2009-05-02?16:00:00 109.25
488 2009-05-02?17:00:00 98.17
489 2009-05-02?18:00:00 103.17
490 2009-05-02?19:00:00 95.66
491 2009-05-02?20:00:00 90.99
492 2009-05-02?21:00:00 109.09
493 2009-05-02?22:00:00 98.29
494 2009-05-02?23:00:00 106.17
495 2009-05-03?00:00:00 97.89
496 2009-05-03?01:00:00 106.48
497 2009-05-03?02:00:00 93.95
498 2009-05-03?03:00:00 109.90
499 2009-05-03?04:00:00 98.38
500 2009-05-03?05:00:00 107.55
501 2009-05-03?06:00:00 109.02
502 2009-05-03?07:00:00 102.17
503 2009-05-03?08:00:00 93.02
504 2009-05-03?09:00:00 96.35
505 2009-05-03?10:00:00 96.66
506 2009-05-03?11:00:00 92.86
507 2009-05-03?12:00:00 98.78
508 2009-05-03?13:00:00 92.15
509 2009-05-03?14:00:00 90.15
510 2009-05-03?15:00:00 92.15
511 2009-05-03?16:00:00 108.08
512 2009-05-03?17:00:00 96.05
513 2009-05-03?18:00:00 98.29
514 2009-05-03?19:00:00 97.78
515 2009-05-03?20:00:00 104.70
516 2009-05-03?21:00:00 105.06
517 2009-05-03?22:00:00 97.19
518 2009-05-03?23:00:00 98.31
519 2009-05-04?00:00:00 108.27
520 2009-05-04?01:00:00 93.09
521 2009-05-04?02:00:00 95.45
522 2009-05-04?03:00:00 96.71
523 2009-05-04?04:00:00 109.27
524 2009-05-04?05:00:00 108.26
525 2009-05-04?06:00:00 99.44
526 2009-05-04?07:00:00 108.73
527 2009-05-04?08:00:00 106.45
528 2009-05-04?09:00:00 105.90
529 2009-05-04?10:00:00 95.79
530 2009-05-04?11:00:00 100.35
531 2009-05-04?12:00:00 108.42
532 2009-05-04?13:00:00 106.52
533 2009-05-04?14:00:00 97.68
534 2009-05-04?15:00:00 98.79
535 2009-05-04?16:00:00 106.69
536 2009-05-04?17:00:00 97.96
537 2009-05-04?18:00:00 90.95
538 2009-05-04?19:00:00 100.39
539 2009-05-04?20:00:00 95.79
540 2009-05-04?21:00:00 99.45
541 2009-05-04?22:00:00 101.71
542 2009-05-04?23:00:00 103.64
543 2009-05-05?00:00:00 109.31
544 2009-05-05?01:00:00 91.01
545 2009-05-05?02:00:00 101.85
546 2009-05-05?03:00:00 95.66
547 2009-05-05?04:00:00 107.63
548 2009-05-05?05:00:00 91.15
549 2009-05-05?06:00:00 97.17
550 2009-05-05?07:00:00 94.23
551 2009-05-05?08:00:00 91.22
552 2009-05-05?09:00:00 101.37
553 2009-05-05?10:00:00 101.37
554 2009-05-05?11:00:00 93.91
555 2009-05-05?12:00:00 108.12
556 2009-05-05?13:00:00 105.98
557 2009-05-05?14:00:00 93.94
558 2009-05-05?15:00:00 106.87
559 2009-05-05?16:00:00 103.81
560 2009-05-05?17:00:00 107.57
561 2009-05-05?18:00:00 95.06
562 2009-05-05?19:00:00 102.82
563 2009-05-05?20:00:00 95.43
564 2009-05-05?21:00:00 107.52
565 2009-05-05?22:00:00 104.44
566 2009-05-05?23:00:00 102.44
567 2009-05-06?00:00:00 101.96
568 2009-05-06?01:00:00 90.91
569 2009-05-06?02:00:00 101.02
570 2009-05-06?03:00:00 108.67
571 2009-05-06?04:00:00 92.62
572 2009-05-06?05:00:00 105.25
573 2009-05-06?06:00:00 90.32
574 2009-05-06?07:00:00 90.13
575 2009-05-06?08:00:00 104.93
576 2009-05-06?09:00:00 92.29
577 2009-05-06?10:00:00 96.40
578 2009-05-06?11:00:00 101.29
579 2009-05-06?12:00:00 94.73
580 2009-05-06?13:00:00 102.54
581 2009-05-06?14:00:00 105.21
582 2009-05-06?15:00:00 93.51
583 2009-05-06?16:00:00 109.69
584 2009-05-06?17:00:00 91.47
585 2009-05-06?18:00:00 96.34
586 2009-05-06?19:00:00 101.47
587 2009-05-06?20:00:00 108.39
588 2009-05-06?21:00:00 107.22
589 2009-05-06?22:00:00 109.91
590 2009-05-06?23:00:00 99.31
591 2009-05-07?00:00:00 96.81
592 2009-05-07?01:00:00 108.85
593 2009-05-07?02:00:00 105.53
594 2009-05-07?03:00:00 90.88
595 2009-05-07?04:00:00 103.95
596 2009-05-07?05:00:00 104.63
597 2009-05-07?06:00:00 100.20
598 2009-05-07?07:00:00 108.50
599 2009-05-07?08:00:00 108.79
600 2009-05-07?09:00:00 109.82
601 2009-05-07?10:00:00 102.09
602 2009-05-07?11:00:00 104.49
603 2009-05-07?12:00:00 100.06
604 2009-05-07?13:00:00 93.15
605 2009-05-07?14:00:00 106.97
606 2009-05-07?15:00:00 90.02
607 2009-05-07?16:00:00 100.97
608 2009-05-07?17:00:00 91.53
609 2009-05-07?18:00:00 94.17
610 2009-05-07?19:00:00 105.50
611 2009-05-07?20:00:00 100.77
612 2009-05-07?21:00:00 102.26
613 2009-05-07?22:00:00 109.07
614 2009-05-07?23:00:00 96.95
615 2009-05-08?00:00:00 104.82
616 2009-05-08?01:00:00 92.18
617 2009-05-08?02:00:00 108.85
618 2009-05-08?03:00:00 102.75
619 2009-05-08?04:00:00 105.21
620 2009-05-08?05:00:00 93.08
621 2009-05-08?06:00:00 98.46
622 2009-05-08?07:00:00 105.12
623 2009-05-08?08:00:00 103.84
624 2009-05-08?09:00:00 102.82
625 2009-05-08?10:00:00 93.65
626 2009-05-08?11:00:00 90.65
627 2009-05-08?12:00:00 109.62
628 2009-05-08?13:00:00 101.42
629 2009-05-08?14:00:00 97.96
630 2009-05-08?15:00:00 94.37
631 2009-05-08?16:00:00 101.93
632 2009-05-08?17:00:00 101.66
633 2009-05-08?18:00:00 90.51
634 2009-05-0819:00:00 91.61
635 2009-05-08?20:00:00 101.99
636 2009-05-08?21:00:00 103.34
637 2009-05-08?22:00:00 91.51
638 2009-05-08?23:00:00 92.16
639 2009-05-09?00:00:00 104.21
640 2009-05-09?01:00:00 90.86
641 2009-05-09?02:00:00 102.31
642 2009-05-09?03:00:00 100.95
643 2009-05-09?04:00:00 109.18
644 2009-05-09?05:00:00 103.17
645 2009-05-09?06:00:00 106.91
646 2009-05-09?07:00:00 99.77
647 2009-05-09?08:00:00 90.42
648 2009-05-09?09:00:00 95.80
649 2009-05-09?10:00:00 91.80
650 2009-05-09?11:00:00 94.31
651 2009-05-09?12:00:00 96.52
652 2009-05-09?13:00:00 104.06
653 2009-05-09?14:00:00 90.99
654 2009-05-09?15:00:00 100.94
655 2009-05-09?16:00:00 100.75
656 2009-05-09?17:00:00 106.94
657 2009-05-09?18:00:00 93.11
658 2009-05-09?19:00:00 97.60
659 2009-05-09?20:00:00 99.90
660 2009-05-09?21:00:00 101.07
661 2009-05-09?22:00:00 97.43
662 2009-05-09?23:00:00 93.10
663 2009-05-10?00:00:00 94.23
664 2009-05-10?01:00:00 104.05
665 2009-05-10?02:00:00 95.74
666 2009-05-10?03:00:00 99.40
667 2009-05-10?04:00:00 90.43
668 2009-05-10?05:00:00 96.65
669 2009-05-10?06:00:00 106.93
670 2009-05-10?07:00:00 100.99
671 2009-05-10?08:00:00 99.53
672 2009-05-10?09:00:00 103.05
673 2009-05-10?10:00:00 101.05
674 2009-05-10?11:00:00 98.63
675 2009-05-10?12:00:00 91.49
676 2009-05-10?13:00:00 98.23
677 2009-05-10?14:00:00 92.03
678 2009-05-10?15:00:00 100.55
679 2009-05-10?16:00:00 95.43
680 2009-05-10?17:00:00 92.98
681 2009-05-10?18:00:00 94.41
682 2009-05-10?19:00:00 93.95
683 2009-05-10?20:00:00 109.14
684 2009-05-10?21:00:00 95.89
685 2009-05-10?22:00:00 108.43
686 2009-05-10?23:00:00 95.18
687 2009-05-11?00:00:00 108.08
688 2009-05-11?01:00:00 97.19
689 2009-05-11?02:00:00 96.63
690 2009-05-11?03:00:00 97.60
691 2009-05-11?04:00:00 95.34
692 2009-05-11?05:00:00 106.04
693 2009-05-11?06:00:00 99.73
694 2009-05-11?07:00:00 95.58
695 2009-05-11?08:00:00 108.23
696 2009-05-11?09:00:00 95.65
697 2009-05-11?10:00:00 91.00
698 2009-05-11?11:00:00 98.08
699 2009-05-11?12:00:00 102.16
700 2009-05-11?13:00:00 99.03
701 2009-05-11?14:00:00 102.73
702 2009-05-11?15:00:00 96.45
703 2009-05-11?16:00:00 93.95
704 2009-05-11?17:00:00 104.86
705 2009-05-11?18:00:00 91.65
706 2009-05-11?19:00:00 100.66
707 2009-05-11?20:00:00 96.09
708 2009-05-11?21:00:00 92.67
709 2009-05-11?22:00:00 100.18
710 2009-05-11?23:00:00 108.33
As can be seen from Table 4, this monitor was tested 24 times from every day on May 11st, 12 days 1 April in 2009, did not break down, and MTBF (average non-failure operation time) 720 hours satisfies the requirement of company standard fully.

Claims (9)

1. reagent constant volume method is characterized in that: adopt the constant volume cup of band constant volume line, the place of flushing is provided with the reagent refluxing opening in constant volume line horizontal direction, and the above reagent of constant volume line is derived from refluxing opening, and remaining reagent promptly is the reagent that passes through constant volume in the constant volume cup; The outlet of adopting the delivery of therapeutic agents conduit will need the reagent of constant volume to import in the constant volume cup as refluxing opening during constant volume, guarantee that liquid level surpasses the constant volume line; Again the reagent more than the constant volume line is derived from refluxing opening.
2. reagent constant volume method according to claim 1 is characterized in that: will need the reagent of constant volume to import the constant volume cup from the reagent storage bottle by the reagent delivery conduit, and again the reagent more than the constant volume line be led back the reagent corresponding storage bottle.
3. reagent constant volume method according to claim 2 is characterized in that: adopt many raceways peristaltic pump delivery of therapeutic agents.
4.CODcr monitoring method is characterized in that may further comprise the steps:
A, each described constant volume method of employing claim 1~3 are with water sample to be measured, potassium dichromate digestion solution, catalyzer constant volume in constant volume cup separately; Described catalyzer is the mixed liquor of the silver sulfate and the concentrated sulphuric acid;
Each reagent through constant volume in b, the constant volume cup is delivered to mixing reactor, and reaction back colorimetric estimation Cr is cleared up in heating 3+Content, thus converse CODcr.
5. CODcr monitoring method according to claim 4 is characterized in that: the temperature that reaction is cleared up in the heating of b step is 165 ± 2 ℃, colorimetric estimation Cr 3+At wavelength 610nm.
6. CODcr monitoring method according to claim 5 is characterized in that may further comprise the steps:
A, assembling: will react the entrance point that required each reagent storage bottle is connected peristaltic pump by the constant volume conduit, the constant volume cup is connected the endpiece of peristaltic pump by the constant volume conduit;
B, set the volume clear up required each reagent of reaction respectively; Constant volume cup to each reagent carries out volume calibration, marks the constant volume line at the constant volume wall of cup, and the constant volume conduit outlet is flushed with constant volume line separately;
C, peristaltic pump are just changeing in each reagent importing constant volume cup separately, guarantee that each reagent liquid level surpasses constant volume line separately, by peristaltic pump counter-rotating the reagent more than the constant volume line is led back separately reagent reservoir bottle then, remaining reagent promptly is the reagent that passes through constant volume in the constant volume cup;
Each reagent through constant volume in d, the constant volume cup is delivered to mixing reactor by the reaction conduit, is heated to 165 ± 2 ℃ and fully clears up reaction, Cr 6+Be reduced to Cr 3+, at wavelength 610nm place, colorimetric estimation Cr 3+Content, thus converse CODcr.
7. CODcr monitoring method according to claim 6 is characterized in that: react required reagent and also comprise distilled water.
8. CODcr monitoring method according to claim 7 is characterized in that: described peristaltic pump is 4 raceway peristaltic pumps, carries water sample to be measured, potassium dichromate digestion solution, catalyzer, distilled water simultaneously.
9.CODcr online automatic monitor, comprise one 4 raceway peristaltic pump, water sample to be measured, potassium dichromate digestion solution, catalyzer, distilled water reagent storage bottle separately and corresponding separately constant volume cup, 1 reactor, and 1 colorimetric estimation system and computer control system; Wherein on each constant volume wall of cup the constant volume line is arranged, each reagent storage bottle and corresponding separately constant volume cup are connected on the 4 raceway peristaltic pumps by the constant volume conduit respectively, and the constant volume conduit outlet flushes with the constant volume line, and each constant volume cup is delivered to reactor by the reaction conduit respectively; Adopt the colorimetric estimation system to detect titration end-point, by computer system control colorimetric titration system and calculate CODcr.
CN2009103033044A 2009-06-16 2009-06-16 Reagent constant volume method and CODcr on-line monitoring art Expired - Fee Related CN101566489B (en)

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CN102607889B (en) * 2012-03-14 2015-08-26 广州市怡文环境科技股份有限公司 A kind ofly get liquid metering method for analytical instrument
US9410977B2 (en) * 2013-08-08 2016-08-09 Illumina, Inc. Fluidic system for reagent delivery to a flow cell
CN105067543A (en) * 2015-07-29 2015-11-18 安徽古井贡酒股份有限公司 Method for determining COD of pot bottom water through rapid unsealed catalytic digestion
CN106289432B (en) * 2016-08-08 2023-12-12 江苏省农业科学院 Digestion liquid batch transfer constant volume device for wet digestion and control module thereof
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