286 
Drainac/e of Land. 
HiNxwoiiTH Drainage. — Rkcori) 
liAINFALL. 
3 
Baro- 
meter. 
5 s.Sb 
CD <• 
4 5 6 7 
Occasional Drainage. 
Field No. 40. — 16 Acres. Soil, lower Chalk mixed 
with Clny, Gravel, aud Sand. Very wet before 
Draining. (The tields are changed Ijccause Copro- 
lites were raised in No. 19 this month, and inter- 
fered with the discharge.) 
Observations on Test Holes, 
being the depth of free soil 
from surface of Land to 
surface of Water in the 
Holes which are sunk mid- 
way between the occa- 
sional 1 )rains. Test Holes 
8 feet deep. 
Quantity of Water 
from Outlet No. 8, 
which discharges the 
Drain - water fi'om 
Field No. -to. 
8 9 
Part Occasionai 
AND TART 
Wide Pakallei. 
Drainage. 
18 Acres. — Soil, sami 
as last in part of field 
remainder Gault ani 
Gravel mixed. 
Quantity of AVatei 
from Outlet No. 9 
which discharges tlii 
Drain - water fron 
No. 22. Size of llpc 
five inches. Com 
menced ruiming Oc , 
tobcr 12. 
-5 
■s °°'2 ^ 
if o 2 a s 
Higher Side. 
Lower Side. 
iy of the 
5 
Distimce from 
Drain to 1 Irain 
75 yds. Depth 
of Drains 
Dist;mc€ from 
Itoin to Drain 
33 yds. Depth 
of Drains 
Per 
Minute. 
In 
Gallons. 
Per Acre. 
In Gallons 
(per diem). 
Per 
Minute. 
In 
Gallons. 
Per Acre. 
In Gallon 
(per dlcm 
7 ft. e in. 
6 ft. 


1 
■■ 
30-49 
4 
2 
5 
Gi 
4.1 

405 
3f 
300 
•> 
'■ 
30^48 
4 
h 
5 
0:V 
4i 
-105 
3? 
300 
o 
30-39 
4 
2L 
5 
4i 
405 
3J 
250 
4 
30-08 
4 
5 
4i 
405 
3 
240 
5 
30-28 
4 
^ 
5 
4i 
405 
23 
210 
•• 
30-00 
4 
4 
5 
0' 
-H 
472i 
300 
I 
29-85 
4 
5 
G:V 
St 
1. 
A70 ^ 
3f 
300 
8 
29-49 
4 
5" 
5. 
ci 
5 
4.50' 
3f 
.300 
9 
•030 
G75 
29-06 
4 
5 
5 
7' 
4A- 
405 
2| 
210 
10 
•050 
1,130 
29-90 
4 
0 
5 
4I 
405 
3 
240 
11 
•065 
1 ,470 
29-80 
4 
7 
r, 
7 
r>i 
4721 
31 
280 
12 
29 -89 
4 
8 
5 
7 
4721 
4* 
360 
13 
29-79 
4 
9 
5 
7 
5i 
4721 
4:V 
360 
14 
•OGO 
29 -00 
-4 
91 
5 
7 
472A 
420 
15 
•033 
740 
29-25 
4 
9.V 
5 
7 
5 
450' 
4i 
360 
IG 
•• 
29-79 
4 
lo' 
5 
7 
3 
270 
3f 
300 
17 
29-80 
4 
1 1 
5 
7 
2i 
200 
3i 
300 
18 
29-69 
5 
0 
5 
If 
135 
180 
19 
•040 
905 
29-79 
5 
1 
5 
67* 
•3f 
' 300 
20 
•100 
2,262 
29-80 
5 
H 
.') 
7 
X 
4 
07A 
OX 
—4. 
180 
21 
30-00 
f. 
2 
5 
.1 
4 
67A 
2i 
180 
22 
29-80 
5 
2 
5 
G7i 
2i 
180 
23 
•122 
2,760 
29-60 
5 
2t 
5 
7 
11 
135 
2i 
180 
24 
•010 
227 
29-59 
5 
3" 
5 
u 
135 
2i 
180 
2.') 
•015 
339 
29-40 
5 
3 
5 
u 
135 
2i 
180 
2() 
•005 
113 
29-59 
3 
7 
s 
07* 
ox 
180 
27 
29-88 
.3 
.5 
'1 
G7i 
2i 
180 
28 
30-00 
.") 
7 
70 
2J 
200 
29 
•030 
078 
29-78 
5 
3 
5 
6 
1 
90 
2J 
200 
30 
• 180 
4,072 
29-28 
5 
3 
5 
0 
135 
3' 
240 
.31 
• 080 
1,810 
29-18 
5 
3 
5 
G 
u- 
135 
3 
240 
Total 
•820 
18,547 
Total (luantity 
of water per\ 
8 
,415 
7,830 
.. .A 
Keniahider unaccounted for . . 
10 
132 
10,717 
TotallJalnfall 
18 
547 
1 
18,.')47 
