My analiz ścieków ogólnozakładowych z kopahu Jeziorko, zrzucanych do Trześniówki |
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Tabela 19 |
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Za |
|
Utle |
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|
Twar |
Sucha |
POZDSL |
|
da |
pH |
wiesi |
02 |
nial |
ChZT |
BZT5 |
Bar |
Męt |
CL |
so« |
Fe |
Mn |
dość og. |
pożóg |
po praż. |
F |
|
|
iia |
|
ność. |
|
|
wa |
ność |
|
|
|
|
|
talość |
|
|
|
|
mg/ |
|
|
|
mgłom |
|
|
|
|||||||
|
|
dm3 |
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|
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ft |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
6.5 |
16.0 |
14.4 |
|
12.9 |
3.4 |
|
|
570 |
523 |
6.7 |
2.9 |
17.4 |
|
|
|
ii |
7.3 |
29.3 |
13.6 |
9.2 |
18.7 |
5.0 |
15 |
20 |
650 |
571 |
7.5 |
2.1 |
|
|
|
13 |
02 |
7.0 |
38.8 |
12.8 |
5.1 |
17.2 |
2.6 |
15 |
20 |
620 |
218 |
9.7 |
1.3 |
24.0 |
2133 |
1960 |
|
02 |
6.7 |
59.2 |
15.0 |
|
21.5 |
5.4 |
|
|
580 |
612 |
22.1 |
4.2 |
|
|
|
|
03 |
6.7 |
19.2 |
|
|
23.0 |
4.0 |
|
|
520 |
341 |
7.6 |
ZO |
|
|
|
|
03 |
6.7 |
22.0 |
15.0 |
8.2 |
17.2 |
5.8 |
|
|
540 |
421 |
13.4 |
3.2 |
11.7 |
1783 |
1590 |
1.1 |
04 |
6.3 |
7.2 |
11.0 |
9.8 |
24.4 |
2.0 |
|
|
520 |
787 |
33.1 |
4.4 |
11.4 |
1875 |
1655 |
1.1 |
04 |
6.5 |
19.0 |
|
|
24.5 |
3.5 |
|
|
550 |
610 |
7.8 |
2.0 |
|
|
|
|
05 |
7.0 |
52.0 |
13.6 |
9.2 |
14.4 |
5.6 |
15 |
20 |
650 |
674 |
17.7 |
3.2 |
19.0 |
24«4 |
2205 |
1.0 |
05 |
6.6 |
8.0 |
|
|
15.2 |
3.0 |
|
|
650 |
766. |
445 |
1.2 |
|
|
|
|
06 |
7.0 |
12.0 |
11.8 |
10.8 |
18.4 |
5.2 |
15 |
10 |
600 |
752 |
25.4 |
2.3 |
11.6 |
2345 |
2020 |
1.1 |
06 |
6.8 |
8.S |
5.2 |
|
22.2 |
3.7 |
|
|
250 |
498 |
15.4 |
2.1 |
|
|
|
|
07 |
6.3 |
16.0 |
9.6 |
4.9 |
15.7 |
1.2 |
15 |
10 |
430 |
624 |
15.2 |
4.6 |
13.6 |
1817 |
1574 |
|
,07 |
6.0 |
29.2 |
12.4 |
|
27.2 |
2.0 |
|
|
500 |
518 |
10.5 |
Z8 |
|
|
|
|
os |
6.5 |
19.2 |
11.2 |
|
25.5 |
3.2 |
15 |
10 |
550 |
620 |
12.0 |
5.6 |
|
|
|
|
os |
7.0 |
0.0 |
8.2 |
|
21.8 |
3.4 |
|
|
500 |
588 |
3.1 |
Z7 |
18.8 |
|
|
1.2 |
0? |
6.8 |
16.4 |
8.4 |
|
17.5 |
3.4 |
10 |
10 |
450 |
471 |
5.9 |
1.6 |
|
|
|
|
09 |
7.0 |
6.0 |
10.0 |
4.4 |
8.5 |
3.6 |
|
|
450 |
352 |
2.68 |
1.0 |
12.4 |
1433 |
1181 |
1.1 |
10 |
7.0 |
23.2 |
11.0 |
9.3 |
9.9 |
3.0 |
15 |
10 |
560. |
580 |
3.02 |
3.1 |
1Z4 |
1958 |
1680 |
0.99 |
,10 |
7.1 |
15.8 |
|
|
15.6 |
3.0 |
|
|
500 |
650 |
3.0 |
Z5 |
|
|
|
|
LII |
6.8 |
5.2 |
12.0 |
|
8.5 |
2.4 |
15 |
10 |
500 |
484 |
7.5 |
3.2 |
|
|
|
|
I.1J |
6.9 |
16.0 |
12.2 |
2.8 |
12.4 |
3.0 |
|
|
420 |
443 |
6.4 |
1.8 |
11.0 |
|
|
0.6 |
.12 |
7.9 |
5.2 |
13.0 |
|
6.3 |
3.0 |
|
|
490 |
425 |
6.4 |
2.1 |
|
|
|
|
12 |
7.5 |
16.4 |
14.4 |
6.76 |
18.2 |
2.8 |
|
|
500 |
231 |
2.8 |
1.2 |
26.6 |
|
|
1.3 |
194 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
101 |
7.9 |
17.6 |
13.0 |
|
8.5 |
7.0 |
|
|
400 |
422 |
5.7 |
3.0 |
|
|
|
|
.01 |
7.2 |
0.0 |
13.6 |
3.1 |
15.6 |
2.1 |
|
|
300 |
533 |
2.2 |
1.6 |
24.4 |
1154 |
1034 |
1.34 |
02 |
7.3 |
12.4 |
11.0 |
7.4 |
15.6 |
2.6 |
10 |
10 |
270 |
503 |
3.2 |
1.1 |
10.6 |
1250 |
1110 |
1.56 |
.02 |
7.4 |
23.2 |
11.2 |
|
16.0 |
2.8 |
|
|
370 |
567 |
3.3 |
1.6 |
|
|
|
|
03 |
7.6 |
3S.4 |
9.2 |
|
16.0 |
1.6 |
|
|
410 |
571 |
17.6 |
3.6 |
|
|
|
|
.03 |
6.6 |
22.0 |
9.4 |
3.6 |
22.6 |
1.2 |
20 |
30 |
400 |
662 |
21.8 |
4.5 |
14.5 |
1887 |
1630 |
1.4 |
104 |
3.8 |
0.0 |
1.6 |
|
22.0 |
6.2 |
|
|
600 |
1167 |
68.5 |
7.6 |
|
|
|
|
.04 |
4.4 |
26.4 |
2.8 |
13.4 |
26.4 |
9.0 |
20 |
20 |
700 |
1311 |
23.6 |
7.1 |
20.6 |
3267 |
2947 |
0.9 |
105 |
3.9 |
37.6 |
ZO |
|
25.9 |
8.2 |
|
|
1000 |
1467 |
6S.O |
7.8 |
|
|
|
|
1.05 |
4.8 |
25.2 |
3.8 |
|
11.5 |
5.4 |
|
|
700 |
1026 |
12.1 |
6.4 |
|
|
|
|
06 |
4.1 |
27.2 |
2.8 |
|
32.6 |
4.2 |
|
|
1300 |
719 |
61.9 |
9.5 |
|
|
|
|
.OS |
3.6 |
19.2 |
0.8 |
|
25.4 |
4.0 |
|
|
5500 |
1378 |
58.3 |
7.2 |
|
|
|
|
07 |
5.3 |
12.0 |
1.0 |
|
23.3 |
6.2 |
|
|
700 |
746 |
130.0 |
7.1 |
|
|
|
|
.07 |
6.2 |
14.8 |
7.2 |
|
16.6 |
2.6 |
|
|
360 |
539 |
4.6 |
2.8 |
|
|
|
|
.08 |
5.9 |
0.0 |
5.0 |
|
22.5 |
10.2 |
|
|
520 |
770 |
23.6 |
5.2 |
|
|
|
|
.08 |
5.8 |
0.0 |
4.4 |
|
22.0 |
18.2 |
|
|
660 |
1091 |
7.3 |
8.5 |
|
|
|
|
09 |
5.1 |
20.0 |
8.6 |
|
42.4 |
6.6 |
|
|
160 |
538 |
13.2 |
2.0 |
|
|
|
|
•10 |
6.8 |
54.0 |
11.8 |
8.2 |
24.8 |
5.8 |
10 |
40 |
360 |
596 |
24.8 |
2.9 |
14.0 |
1652 |
1380 |
0.8 |
•11 |
6.9 |
28.8 |
10.2 |
|
28.0 |
3.8 |
|
|
400 |
770 |
22.2 |
4.2 |
|
|
|
|
11 |
7.0 |
29.2 |
10.6 |
3.7 |
13.2 |
2.2 |
15 |
20 |
370 |
587 |
4.6 |
3.0 |
12.2 |
1580 |
1460 |
0.8 |
12 |
7.0 |
28.4 |
|
|
42.8 |
|
|
|
320 |
544 |
6.5 |
3.0 |
|
|
|
|
•H. |
6.7 |
32.0 |
|
|
23.3 |
2.6 |
|
|
270 |
493 |
1.94 |
2.3 |
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Tabela 15. Wyniki analiz chemicznych wód powierzchniowycw w okolicy Kopalni Jeziorko
|
Nr punktu Data PH pomiarowego |
Utlenialność [mgO /l] [r |
Tig~/l] |
Minerał [mg /l] |
Żelazo [mg /l] |
Mangan [mg /l] |
Chlorki [mg /l] |
Siarczany [mg /l] |
||
AŃAŁ BIELE |
RB |
94-03-23 94-08-17 |
6,7 7,8 |
10,4 19.2 |
0,0 0.0 |
347,0 343.0 |
1,1 0,4 |
0,6 0,0 |
36,0 38.0 |
72,0 96.7 |
[ańał cz. potok ./YDRZA-MOST |
RCW |
94-03-23 94-08-17 |
6,6 6,8 |
15,2 24,0 |
0,0 0.0 |
266,0 266.0 |
0,6 0.3 |
0,1 0,0 |
16,0 17,0 |
62,5 49,7 |
AŃAŁ KRÓL. KR. |
RK |
94-12-02 |
7,2 |
10,4 |
0,0 |
272,0 |
0,6 |
0,0 |
25,0 |
67,1 |
IZEKA ŁĘG AMNICA-MOST |
RLJ |
94-01-06 94-10-05 |
7,0 7,6 |
7,2 16,4 |
0,0 0,0 |
200,0 298.0 |
0,4 0.3 |
0,0 0,0 |
19,0 28,0 |
28,4 52,3 |
iZEKA ŁĘG AFOLEDNIK-M. |
RLZ |
94-03-02 94-09-14 |
7,0 7,4 |
8,0 11,2 |
0,0 0,0 |
309,0 315,0 |
0,8 0,1 |
0,1 0,0 |
19,0 19,0 |
77,4 42,3 |
1ANAŁ IETNIEŃSKI |
RM |
94-01-26 94-12-21 |
7,4 7,2 |
11,2 13,6 |
0,0 0,0 |
341,0 400,0 |
1,3 0,5 |
0,5 0,1 |
36,0 44,0 |
101,2 156,8 |
1ANAŁ MIĘTUS iREBÓW-MOST |
RMG |
94-01-12 94-07-13 |
7,8 6,9 |
11,2 20.0 |
0,0 0.0 |
295,0 361,0 |
0,7 1,5 |
0,0 0,9 |
23,0 24,0 |
93.8 81,9 |
WNAŁ MIĘTUS OLE XX |
RMM |
94-03-23 94-08-17 |
6,8 6,8 |
17,6 20,0 |
0,0 0,0 |
343,0 282,0 |
0,2 0,7 |
0,0 0,0 |
18,0 17,0 |
130,9 45,7 |
iZEKA DĄBRÓWKA iTALE-MOST |
RDS |
94-02-23 94-07-13 |
6,9 6,9 |
15,2 18,4 |
0,0 0,0 |
265,0 373.0 |
1,5 2,8 |
0,4 0,0 |
28,0 27,0 |
51,0 76,9 |
IZEKA TRZ. TALE-MOST |
RTS |
94-02-23 94-07-13 |
7,1 6,9 |
11,2 16,8 |
0,0 0,0 |
261,0 285,0 |
0,9 1,3 |
0,2 0,0 |
25,0 28,5 |
67,5 75,3 |
IZEKA RZEŚNIÓWKA 'ODOWSKAZ |
RTW |
94-01-19 94-02-23 94-03-16 94-04-20 94-05-12 94-06-29 94-07-27 94-08-24 94-09-28 94-10-26 94-11-23 94-12-21 |
7,6 6,9 7,1 6,6 7,2 7,5 6,6 6,9 7,8 7,1 7,5 6,9 |
12,8 9,6 12,8 27,2 18,4 16,0 16,0 21,6 33,6 24,0 21,6 18,4 |
0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 |
253,0 269,0 276,0 374,0 280,0 250,0 316,0 348,0 203,0 233,0 282,0 260,0 |
1,3 1,4 1,0 0,3 1,3 2,3 1,5 2,1 1,1 0,8 0,8 2,8 |
0,0 0,1 0,2 0,0 0,5 0,0 0,0 0,0 0,0 0,0 0,1 0,0 |
19,0 26,0 21,0 95,0 26,0 42,0 28,0 30,0 23,0 19,0 25,0 26,0 |
66.7 54,3 102,5 87,6 67,1 66,7 85,2 71,6 58,0 65,4 70,4 93,8 |
^EŚNIÓWKA- |
RTO |
94-02-23 94-05-18 94-12-21 |
7,2 6,9 7,0 |
19,2 27,2 24,0 |
0,0 0,0 0,0 |
2357,0 2202,0 1752,0 |
0,5 0,9 0,5 |
0,0 0,8 0,1 |
910,0 860,0 650.0 |
500,8 418,1 428.4 |
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Zużycie wody kotłowe) i zawrót wody złożowej w Kopalni Jeziorko
Tabela 1/16
rok |
produkcj siarki Mg/r |
zużycie wody kotłowej m3/r |
woda złożowa |
woda zatłaczana w bariery m3/r |
wskaźnik zużycia wody m3/Mg |
|
|
|
|
zrzut |
zawrót |
|
|
|
|
|
m3/r |
|
|
|
1989 |
3295000 |
43108181 |
27203115 |
0 |
0 |
13.08 |
1990 |
3155000 |
41984506 |
25310059 |
0 |
0 |
L 13.31 |
1991 |
2469000 |
34543536 |
21780056 |
0 |
0 |
13.99 |
1992 |
1655500 |
19582995 |
9547330 |
1878179 |
738860 |
11.83 |
1993 |
1478100 |
8742144 |
1180463 |
7088307 |
4809107 |
5.91 |
1994 |
1560507 |
7212321 |
0 |
10622033 |
5684207 |
4.62 |
Ilość ścieków zrzucanych przez Kop. Jeziorko
Tabela 17
miesiąc |
poszczególne zrzuty |
||||||
|
wody IV-rz. |
ścieki |
ścieki sań |
w.powierzch. |
ścieki |
suma |
|
|
Trześniówka |
meiioracje |
ogólnozakł |
b. fr wsch |
na staw |
Klonowe |
|
I.93 |
|
117680 |
34145 |
1127 |
481330 |
10602 |
644884 |
II.93 |
|
137770 |
32238 |
1010 |
394060 |
2863 |
567941 |
III.93 |
|
153000 |
39610 |
968 |
503410 |
8588 |
705576 |
IV.93 |
|
150891 |
16X0 |
1559 |
454237 |
9538 |
632525 |
V.93 |
|
130558 |
16890 |
1337 |
417164 |
6438 |
572387 |
Vl.93 |
30009 |
101736 |
28670 |
632 |
416134 |
6113 |
583294 |
Vll.93 |
|
156876 |
18970 |
|
306346 |
6634 |
488826 |
VIII.93 |
|
137382 |
10599 |
|
3830 |
2049 |
153860 |
IX.93 |
|
153079 |
12361 |
6259 |
0 |
3538 |
175237 |
X.93 |
|
209690 |
19157 |
|
0 |
5683 |
234530 |
Xł.93 |
|
199538 |
6586 |
|
0 |
10304 |
216428 |
XII.93 |
|
204505 |
7686 |
9414 |
0 |
7000 |
228605 |
suma |
30009 |
1852705 |
243212 |
22306 |
2976511 |
79350 |
5204093 |
I.94 |
|
237713 |
3943 |
|
0 |
4384 |
246040 |
II.94 |
|
176388 |
3412 |
|
0 |
5577 |
185377 |
lłi.94 |
|
176826 |
5146 |
15690 |
0 |
6904 |
204566 |
fV.94 |
|
186202 |
24573 |
|
0 |
7273 |
218048 |
V.94 |
|
275201 |
0 |
|
0 |
4208 |
279409 |
Vl.94 |
|
140236 |
0 |
5869 |
216126 |
1431 |
363662 |
Vll.94 |
|
128329 |
0 |
|
0 |
3917 |
132246 |
Vlll.94 |
|
133908 |
0 |
|
0 |
7216 |
141124 |
1X.94 |
|
156376 |
8248 |
16526 |
0 |
4550 |
185700 |
X.94 |
42408 |
143106 |
12209 |
|
70287 |
2891 |
270901 |
X1.94 |
147016 |
11427 |
10695 |
|
141542 |
4751 |
315431 |
Xll.94 |
|
186801 |
13383 |
6484 |
232950 |
7418 |
447036 |
suma |
189424 |
1952513 |
81609 |
44569 |
660905 |
60520 |
2989540 |
(.95 |
0 |
200668 |
8795 |
|
162481 |
3555 |
375499 |
II.95 |
0 |
192253 |
9692 |
|
320891 |
4014 |
526850 |
III.95 |
0 |
224952 |
12073 |
|
396590 |
4876 |
638491 |
IV.95 |
0 |
268176 |
10976 |
|
109066 |
7089 |
395307 |
V.96 |
0 |
271446 |
12459 |
|
244459 |
1006 |
529370 |
Vi.95 |
0 |
240086 |
9682 |
|
205293 |
4085 |
459146 |
Vll.95 |
0 |
238586 |
10733 |
|
117349 |
6505 |
373173 |
Vlll.95 |
0 |
245912 |
9065 |
|
0 |
3343 |
258320 |
IX.95 |
0 |
254904 |
31403 |
|
0 |
3005 |
289312 |
X.95 |
0 |
326163 |
58817 |
|
0 |
3005 |
387985 |
suma |
0 |
2463146 |
173695 |
0 |
1556129 |
40483 |
4233453 |
Wyniki analiz wód czwartorzędowych z kopalni Jeziorko
odprowadzanej poprzez zbiornik M
Data |
pH |
Za wiesina |
ChZT |
CL |
so< |
Fe |
Mn |
Sucha pozos talość |
|
|
tp{^/nm |
||||||
1993 |
|
|
|
|
|
|
|
|
13.01 |
7.1 |
0 |
26.4 |
130 |
12S |
0.9 |
0.8 |
787 |
29.01 |
7.4 |
0 |
20.1 |
100 |
97 |
2.2 |
0.9 |
487 |
10.02 |
7.2 |
0 |
6.2 |
120 |
13S |
1.4 |
O.S |
36S |
15.02 |
7.2 |
0 |
28.3 |
105 |
222 |
2.5 |
O.S |
608 |
17.03 |
7.0 |
0 |
21.2 |
100 |
133 |
2.2 |
1.0 |
370 |
24.03 |
7.0 |
8 |
1S.S |
105 |
185 |
3.0 |
0.4 |
749 |
6.04 |
7.2 |
0 |
25.6 |
100 |
194 |
3.0 |
0.8 |
571 |
20.04 |
7.1 |
15 |
24.8 |
90 |
112 |
5.4 |
0.1 |
508 |
4.05 |
7.3 |
14 |
28.4 |
100 |
125 |
3.1 |
O.S |
532 |
20.05 |
7.7 |
0 |
1S.1 |
120 |
192 |
1.3 |
0.4 |
46S |
9.06 |
7.4 |
0 |
30.1 |
100 |
161 |
3.0 |
0.7 |
578 |
1S.06 |
7.6 |
12 |
26.4 |
110 |
201 |
4.4 |
0.8 |
662 |
7.07 |
7.4 |
0 |
34.3 |
140 |
119 |
3.9 |
0.4 |
666 |
27.07 |
7.2 |
0 |
25.2 |
120 |
105 |
2.5 |
0.2 |
590 |
12.08 |
7.4 |
27 |
32.0 |
106 |
119 |
6.7 |
0.7 |
459 |
31.08 |
7.5 |
18 |
28.2 |
110 |
188 |
6.0 |
0.8 |
722 |
9.09 |
7.5 |
5 |
26.5 |
150 |
103 |
8.6 |
0.7 |
703 |
28.09 |
7.3 |
38 |
27.8 |
150 |
129 |
5.2 |
0.3 |
557 |
13.10 |
7.0 |
22 |
2S.2 |
100 |
152 |
4.3 |
0.5 |
522 |
21.10 |
7.2 |
4 |
24.3 |
100 |
127 |
4.6 |
0.5 |
524 |
5.11 |
7.1 |
16 |
26.1 |
95 |
115 |
4.7 |
0.7 |
665 |
25.11 |
7.2 |
10 |
20.8 |
110 |
185 |
5.0 |
0.6 |
620 |
2.12 |
7.2 |
8 |
17.5 |
130 |
182 |
2.9 |
0.4 |
780 |
22.12 |
7.2 |
4 |
20.3 |
120 |
172 |
3.2 |
0.8 |
728 |
1994 |
|
|
|
|
|
|
|
|
6.01 |
7.4 |
0 |
21.6 |
106 |
165 |
2.0 |
0.4 |
726 |
19.01 |
7.2 |
0 |
17.3 |
140 |
251 |
2.5 |
1.0 |
517 |
4.02 |
7.3 |
0 |
21.6 |
70 |
266 |
3.0 |
1.0 |
738 |
11.02 |
7.7 |
0 |
20.3 |
100 |
327 |
2.8 |
1.1 |
744 |
17.03 |
7.3 |
6 |
21.8 |
102 |
188 |
6.8 |
1.0' |
717 |
25.03 |
7.1 |
14 |
25.1 |
105 |
241 |
5.2 |
1.0 |
745 |
7.04 |
7.1 |
4 |
30.7 |
100 |
222 |
5.1 |
0.7 |
583 |
19.04 |
7.1 |
26 |
28.3 |
90 |
200 |
21.0 |
0.5 |
609 |
12.05 |
7.1 |
0 |
17.3 |
100 |
368 |
5.0 |
1.0 |
730 |
25.05 |
7.2 |
26 |
17.0 |
120 |
555 |
6.5 |
1.7 |
1296 |
7.06 |
7.0 |
22 |
16.1 |
125 |
503 |
4.6 |
1.6 |
920 |
16.06 |
7.0 |
0 |
16.5 |
130 |
221 |
5.2 |
1.8 |
1010 |
5.07 |
7.2 |
0 |
13.5 |
100 |
301 |
4.0 |
0.4 |
870 |
14.07 |
7.1 |
19 |
23.4 |
70 |
306 |
2.2 |
1.0 |
660 |
10.08 |
7.0 |
0 |
20.3 |
60 |
231 |
2.5 |
0.9 |
703 |
19.08 |
7.1 |
9 |
23.7 |
100 |
225 |
3.5 |
0.7 |
691 |
8.09 |
7.2 |
10 |
29.4 |
80 |
246 |
6.0 |
0.5 |
714 |
20.09 |
6.9 |
18 |
22.2 |
90 |
185 |
4.6 |
0.6 |
680 |
6.10 |
7.2 |
0 |
24.0 |
100 |
165 |
3.0 |
0.5 |
613 |
26.10 |
7.2 |
0 |
25.2 |
120 |
422 |
12. |
1.8 |
999 |
10.11 |
7.0 |
0 |
15.2 |
100 |
259 |
3.2 |
0.9 |
767 |
24.11 |
7.0 |
0 |
20.0 |
100 |
. 267 |
2.1 |
0.9 |
720 |
9.12 |
7.2 |
0 |
22.4 |
60 |
215 |
4.8 |
1.0 |
699 |
16.12 |
7.0 |
0 |
29.0 |
90 |
246 |
5.2 |
0.8 |
650 |