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Table T11. Coring-disturbed intervals and gaps, Site U1335. (See table notes.)
Core, section, interval (cm)
|
Type of disturbance
|
320-U1335A-
|
1H-1, 0–9
|
Top of core
|
1H-2, 145–150
|
Interstitial water
|
1H-4, 145–150
|
Interstitial water
|
2H-1, 0–34
|
Top of core
|
2H-2, 145–150
|
Interstitial water
|
2H-5, 145–150
|
Interstitial water
|
3H-1, 0–48
|
Top of core
|
3H-2, 145–150
|
Interstitial water
|
3H-5, 145–150
|
Interstitial water
|
4H-1, 0–120
|
Top of core
|
4H-2, 145–150
|
Interstitial water
|
4H-5, 145–150
|
Interstitial water
|
5H-1, 0–45
|
Top of core
|
5H-2, 145–150
|
Interstitial water
|
6H-1, 0–28
|
Top of core
|
6H-2, 145–150
|
Interstitial water
|
6H-5, 145–150
|
Interstitial water
|
7H-3, 140–150
|
Interstitial water
|
8H-1, 0–9
|
Top of core
|
8H-3, 140–150
|
Interstitial water
|
9H-3, 18–23
|
Paleontology sample
|
10H-1, 0–41
|
Top of core
|
10H-3, 145–150
|
Interstitial water
|
11H-1, 0–150
|
Top of core
|
11H-2, 0–139
|
Disturbed
|
11H-2, 140–150
|
Interstitial water
|
11H-3, 0–150
|
Disturbed
|
11H-4, 0–150
|
Disturbed
|
11H-5, 0–150
|
Disturbed
|
11H-6, 0–150
|
Disturbed
|
11H-7, 0–42
|
Disturbed
|
12H-1, 0–12
|
Top of core
|
12H-3, 140–150
|
Interstitial water
|
13H-1, 0–68
|
Top of core
|
13H-3, 140–150
|
Interstitial water
|
13H-3, 149–150
|
Paleontology sample
|
14H-1, 0–51
|
Top of core
|
14H-3, 140–150
|
Interstitial water
|
15H-1, 0–56
|
Top of core
|
15H-3, 140–150
|
Interstitial water
|
16H-1, 0–10
|
Top of core
|
16H-3, 140–150
|
Interstitial water
|
16H-4, 25–150
|
Flow-in
|
16H-5, 0–150
|
Flow-in
|
16H-6, 0–150
|
Flow-in
|
16H-7, 0–45
|
Flow-in
|
17H-1, 0–69
|
Top of core
|
17H-3, 140–150
|
Interstitial water
|
18H-1, 0–25
|
Slurry
|
18H-3, 140–150
|
Interstitial water
|
19H-3, 140–150
|
Interstitial water
|
20H-1, 0–7
|
Top of core
|
20H-3, 140–150
|
Interstitial water
|
21H-1, 0–35
|
Top of core
|
21H-3, 140–150
|
Interstitial water
|
22H-1, 0–94
|
Top of core
|
22H-3, 140–150
|
Interstitial water
|
23H-1, 0–130
|
Top of core
|
23H-2, 70–150
|
Disturbed
|
23H-3, 0–100
|
Disturbed
|
23H-3, 100–141
|
Biscuits
|
23H-3, 140–150
|
Interstitial water
|
24H-1, 57–150
|
Biscuits
|
24H-2, 0–47
|
Biscuits
|
24H-2, 74–85
|
Flow-in
|
24H-2, 85–150
|
Biscuits
|
24H-3, 140–150
|
Interstitial water
|
24H-5, 0–79
|
Biscuits
|
25H-3, 140–150
|
Interstitial water
|
26H-3, 140–150
|
Interstitial water
|
27H-3, 140–150
|
Interstitial water
|
28H-3, 140–150
|
Interstitial water
|
29H-3, 140–150
|
Interstitial water
|
30H-1, 0–14
|
Top of core
|
30H-3, 140–150
|
Interstitial water
|
31H-3, 140–150
|
Interstitial water
|
32H-3, 140–150
|
Interstitial water
|
33H-3, 140–150
|
Interstitial water
|
34H-3, 140–150
|
Interstitial water
|
34H-7, 78–151
|
Flow-in
|
34H-8, 0–72
|
Flow-in
|
35H-5, 92–150
|
Flow-in
|
35H-6, 0–81
|
Flow-in
|
36H-1, 0–150
|
Top of core
|
36H-2, 0–150
|
Top of core
|
36H-3, 0–62
|
Top of core
|
37X–45X, all sections
|
Drilling biscuits
|
320-U1335B-
|
2H-1, 0–74
|
Top of core
|
4H-1, 0–80
|
Top of core
|
5H-1, 0–20
|
Top of core
|
6H-1, 0–16
|
Top of core
|
7H-1, 0–46
|
Top of core
|
8H-1, 0–13
|
Top of core
|
9H-1, 0–40
|
Top of core
|
11H-5, 140–150
|
Whole-round sample
|
13H-1, 0–14
|
Top of core
|
15H-1, 0–32
|
Top of core
|
16H-1, 0–49
|
Top of core
|
17H-1, 0–84
|
Top of core
|
18H-1, 0–110
|
Top of core
|
20H-1, 0–20
|
Top of core
|
21H-1, 0–42
|
Top of core
|
22H-1, 0–51
|
Top of core
|
22H-2, 140–150
|
Whole-round sample
|
23H-1, 0–50
|
Top of core
|
25H-1, 0–46
|
Top of core
|
30H-1, 0–5
|
Top of core
|
31H-1, 8–12
|
Disturbed
|
31H-1, 83–91
|
Disturbed
|
33H-5, 140–150
|
Whole-round sample
|
36H-3, 140–150
|
Interstitial water
|
37H-2, 140–150
|
Interstitial water
|
38H-1, 0–2
|
Top of core
|
38H-6, 79–145
|
Flow-in
|
39H-1, 0–2
|
Top of core
|
39H-3, 140–150
|
Interstitial water
|
40H-1, 0–6
|
Top of core
|
41H-1, 0–3
|
Top of core
|
42X–46X, all sections
|
Drilling biscuits
|
Notes: Top of core = myriad forms of voids, disturbance, and debris from uphole that affect top portion of most cores. For that reason, probably the top 20 cm or so of all cores should be avoided.
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