F-037 土业园地 （第037期） 2010.3.1
Field for Artificial Soil Technology（AST）（№037）
作者：李鹏飞 Author：Li Pengfei March 1, 2010
My Web：www.tuyelt.com Telephone Number：13043864167 |
人造土壤技术室内试验附表
Tables of artificial soil technology |
人造耕地设计一览表 表一
工程模式 |
A型 |
B型 |
C型 |
D型 |
E型 |
适合条件 |
雨水过剩区 |
雨水充沛区 |
半干旱区 |
干旱区 |
特干旱区 |
工程功能 |
地面排水 |
不需蓄水 |
蓄水约半 |
蓄水为主 |
全靠蓄水 |
挖石量﹙每6m2﹚﹙m3﹚ |
4.50 |
5.28 |
7.25 |
7.25 |
9.50 |
砌石量﹙每6m2﹚﹙m3﹚ |
4.50 |
5.00 |
6.00 |
6.00 |
8.00 |
蓄水量
﹙m3﹚ |
﹙每6m2﹚ |
0 |
0 |
3.50 |
3.50 |
6.25 |
﹙每亩﹚ |
0 |
0 |
389 |
389 |
695 |
一次蓄水视同年降水﹙mm﹚ |
0 |
0 |
583 |
583 |
1041 |
填充体积﹡
﹙每6m2﹚
﹙m3﹚ |
总量 |
10.50 |
10.75 |
12.50 |
12.50 |
15.00 |
A |
6.00 |
6.00 |
6.00 |
6.00 |
6.00 |
B |
0 |
1.25 |
2.50 |
2.50 |
2.50 |
C |
4.50 |
3.50 |
4.00 |
4.00 |
6.50 |
D |
0 |
0 |
2.75 |
2.75 |
5.50 |
墙高﹙m﹚ |
总高 |
5.00 |
7.00 |
7.50 |
7.50 |
8.00 |
石壁 |
缺 |
2.00 |
2.00 |
2.00 |
1.50 |
砌石 |
5.00 |
5.00 |
5.50 |
5.50 |
6.50 |
|
注：﹙图二、表一中的﹚﹡
A代表人造土壤
B代表砂砾石
C代表岩石粉末或其他埋藏物
、D代表地下空间供蓄水用
E代表山体
F代表隔水层 |
人造土壤试验采样清单表 表二
样品编号 |
名称 |
时代 |
采样地点 |
1 |
褐黄色土壤 |
现代 |
海城牛庄 |
2 |
黑色泥岩 |
新生代 |
辽河盆地 |
3 |
黑色泥岩 |
古生代 |
本溪彩屯矿 |
4 |
深灰色煤矸石 |
古生代 |
本溪彩屯矿 |
5 |
褐色页岩 |
古生代 |
本溪彩屯矿 |
6 |
褐灰色油页岩 |
新生代 |
抚顺西露天矿 |
7 |
灰色粉砂质泥岩 |
中生代 |
阜新海州露天矿 |
8 |
黑灰色煤矸石 |
中生代 |
阜新海州露天矿 |
9 |
灰黄色膨润土 |
？ |
朝阳建平 |
10 |
灰色硅质板岩 |
前古生代 |
鞍山千山 |
11 |
灰色千枚岩 |
前古生代 |
鞍山千山 |
12 |
花岗片麻岩 |
前古生代 |
鞍山千山 |
13 |
花岗片 |
？ |
医巫闾山 |
14 |
闪长岩 |
？ |
医巫闾山 |
15 |
黑色玄武岩 |
新生代 |
抚顺西露天矿 |
16 |
暗紫色安山岩 |
中生代 |
庄河桂云花山 |
17 |
砖瓦陶瓷碎片 |
|
盘锦辽河油田 |
18 |
粉煤灰 |
|
盘锦 |
19 |
水泥 |
|
盘锦 |
20 |
矿渣 |
|
鞍山 |
21 |
干牛粪 |
|
盘锦 |
|
| |
造土堆肥配方表 表三
配料名称 |
重量﹙㎏﹚ |
2号样品黑色泥岩 |
16.16 |
13号样品花岗岩 |
4.46 |
21号样品干牛粪 |
9.80 |
温水 |
14.85 |
|
一元人造土壤配方表 表四
样品编号 |
名称 |
自身重量﹙㎏﹚ |
造土堆肥重量﹙㎏﹚ |
2 |
黑色泥岩﹙辽﹚ |
2.00 |
1.25 |
3 |
黑色泥岩﹙本﹚ |
2.00 |
1.25 |
4 |
深灰色煤矸石 |
2.00 |
1.25 |
5 |
褐色页岩 |
2.00 |
1.25 |
6 |
褐灰色油页岩 |
2.00 |
1.25 |
7 |
灰色粉砂质泥岩 |
2.00 |
1.25 |
8 |
黑灰色煤矸石 |
2.00 |
1.25 |
9 |
灰黄色膨润土 |
2.00 |
2.00 |
10 |
灰色硅质板岩 |
2.00 |
1.25 |
11 |
灰色千枚岩 |
2.00 |
1.25 |
12 |
花岗片麻岩 |
2.00 |
1.25 |
13 |
花岗片 |
2.00 |
1.25 |
14 |
闪长岩 |
2.00 |
1.25 |
15 |
黑色玄武岩 |
2.00 |
1.25 |
16 |
暗紫色安山岩 |
2.00 |
1.25 |
17 |
砖瓦陶瓷碎片 |
2.00 |
1.25 |
18 |
粉煤灰 |
2.00 |
1.25 |
19 |
水泥 |
2.00 |
1.25 |
20 |
矿渣 |
2.00 |
1.25 |
|
三元人造土壤配方表 表五
3号样品重量﹙㎏﹚ |
9号样品重量﹙㎏﹚ |
13号样品重量﹙㎏﹚ |
造土堆肥重量﹙㎏﹚ |
5.30 |
0.40 |
2.00 |
4.70 |
|
十一元人造土壤配方表 表六
组 分 重 量﹙㎏﹚ |
样 品 编 号 |
造土堆肥 |
2 |
3 |
5 |
6 |
7 |
9 |
11 |
12 |
13 |
16 |
18 |
1.00 |
2.00 |
1.00 |
0.40 |
0.50 |
1.20 |
1.00 |
1.30 |
1.20 |
1.00 |
1.20 |
8.00 |
|
| |
| Brief List of Design of Artificial Cultivated Land Tab.1 |
Engineering Model |
Model A |
Model B |
Model C |
Model D |
Model E |
Favourable Condition |
Rainwater Over |
Rainwater Enough |
Semi-Drought |
Drought |
Extreme-Drought |
Engineering Function |
Drain off Water |
No Need of Water- Retaining |
Half ?Water- Retaining |
Mainly Water- Retaining |
Fully
Water- Retaining |
Stone Dug﹙per 6m2﹚﹙m3﹚ |
4.50 |
5.28 |
7.25 |
7.25 |
9.50 |
Stone Laid﹙per 6m2﹚﹙m3﹚ |
4.50 |
5.00 |
6.00 |
6.00 |
8.00 |
Water Retained
﹙m3﹚ |
﹙per 6m2﹚ |
0 |
0 |
3.50 |
3.50 |
6.25 |
﹙per mu﹚ |
0 |
0 |
389 |
389 |
695 |
Water Retained at One Time Regarded as Precipitation in One Year ﹙mm﹚ |
0 |
0 |
583 |
583 |
1041 |
Packing Volume﹡
﹙per 6m2﹚
﹙m3﹚ |
Total |
10.50 |
10.75 |
12.50 |
12.50 |
15.00 |
A |
6.00 |
6.00 |
6.00 |
6.00 |
6.00 |
B |
0 |
1.25 |
2.50 |
2.50 |
2.50 |
C |
4.50 |
3.50 |
4.00 |
4.00 |
6.50 |
D |
0 |
0 |
2.75 |
2.75 |
5.50 |
Wall
Height
﹙m﹚ |
Total |
5.00 |
7.00 |
7.50 |
7.50 |
8.00 |
Mountain Body |
lack |
2.00 |
2.00 |
2.00 |
1.50 |
Laid Stone |
5.00 |
5.00 |
5.50 |
5.50 |
6.50 |
|
Note﹡：A— represents artificial soil
B—represents gravel
C—represents rock powder or other buried substances
D—represents space water-retaining under ground
﹙E—represents mountain body﹚
﹙F—represents waterproof layer﹚ |
| Sampled List of Artificial Soil Test Tab.2 |
Number of Samples |
Name |
Age |
Place for Sampling |
№1 |
Brown Yellow Soil |
Modern |
Niuzhuang, Haicheng City |
№2 |
Black Mudstone |
Cenozoic |
Liaohe Basin |
№3 |
Black Mudstone |
Paleozoic |
Caitun Mining Area of Benxi Basin |
№4 |
Dark Grey Gangue |
Paleozoic |
Caitun Mining Area of Benxi Basin |
№5 |
Brown Shale |
Paleozoic |
Caitun Mining Area of Benxi Basin |
№6 |
Brown Grey Shale |
Cenozoic |
West Opencut Coal Mine of Fushun Basin |
№7 |
Grey Silty Mudstone |
Mesozoic |
Haizhou Opencut Coal Mine of Fuxin Basin |
№8 |
Black Grey Gangue |
Mesozoic |
Haizhou Opencut Coal Mine of Fuxin Basin |
№9 |
Grey Yellow Clay |
？ |
Jianping County, Chaoyang City |
№10 |
Grey Silicon Slate |
Pre-Paleozoic |
Qianshan Mountain of Anshan City |
№11 |
Grey Phyllite |
Pre-Paleozoic |
Qianshan Mountain of Anshan City |
№12 |
Granite-Gneiss |
Pre-Paleozoic |
Qianshan Mountain of Anshan City |
№13 |
Granite |
？ |
Yiwulu Mountain |
№14 |
Diorite |
？ |
Yiwulu Mountain |
№15 |
Black Basalt |
Cenozoic |
West Opencut Coal Mine of Fushun Basin |
№16 |
Dark Purple Andesite |
Mesozoic |
Guiyunhua Mountain of Zhuanghe City |
№17 |
Fragment of Brick-Tile-Pottery-Porcelain |
|
Liaohe Oil Field, Panjin City |
№18 |
Coal Cinder |
|
Panjin City |
№19 |
Cement |
|
Panjin City |
№20 |
Slag |
|
Anshan City |
№21 |
Dry Cow Dung |
|
Panjin City |
|
Prescription for the Compost Manufacturing Soil Tab.3 |
Material Name |
Weight ﹙㎏﹚ |
№2 Sample Black Mudstone |
16.16 |
№13 Sample Granite |
4.46 |
№21 Sample Dry Cow Dung |
9.80 |
Warm Water |
14.85 |
|
| Prescription for One-Element Artificial Soil Tab.4 |
Number of Samples |
Name of Samples |
Weight of Samples﹙㎏﹚ |
Weight of the Compost Manufacturing Soil﹙kg﹚ |
2 |
Black Mudstone﹙Liao﹚ |
2.00 |
1.25 |
3 |
Black Mudstone﹙Ben﹚ |
2.00 |
1.25 |
4 |
Dark Grey Gangue |
2.00 |
1.25 |
5 |
Brown Shale |
2.00 |
1.25 |
6 |
Brown Grey Shale |
2.00 |
1.25 |
7 |
Grey Silty Mudstone |
2.00 |
1.25 |
8 |
Black Grey Gangue |
2.00 |
1.25 |
9 |
Grey Yellow Clay |
2.00 |
2.00 |
10 |
Grey Silicon Slate |
2.00 |
1.25 |
11 |
Grey Phyllite |
2.00 |
1.25 |
12 |
Granite-Gneiss |
2.00 |
1.25 |
13 |
Granite |
2.00 |
1.25 |
14 |
Diorite |
2.00 |
1.25 |
15 |
Black Basalt |
2.00 |
1.25 |
16 |
Dark Purple Andesite |
2.00 |
1.25 |
17 |
Fragment of Brick-Tile-Pottery-Porcelain |
2.00 |
1.25 |
18 |
Coal Cinder |
2.00 |
1.25 |
19 |
Cement |
2.00 |
1.25 |
20 |
Slag |
2.00 |
1.25 |
|
| Prescription for Three-Element Artificial Soil Tab.5 |
Weight of №3 Sample ﹙㎏﹚ |
Weight of №9 Sample﹙㎏﹚ |
Weight of №13 Sample﹙㎏﹚ |
Weight of the Compost Manufacturing Soil﹙㎏﹚ |
5.30 |
0.40 |
2.00 |
4.70 |
|
| Prescription for Eleven-Element Artificial Soil Tab.6 |
Weight of Component﹙㎏﹚ |
Number of Samples |
The Compost Manufacturing Soil |
2 |
3 |
5 |
6 |
7 |
9 |
11 |
12 |
13 |
16 |
18 |
1.00 |
2.00 |
1.00 |
0.40 |
0.50 |
1.20 |
1.00 |
1.30 |
1.20 |
1.00 |
1.20 |
8.00 |
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