Geography Reference
In-Depth Information
cos
φ
d
φ
=sin
φ
+
c
l
.
Boundary conditions:
Φ
=0
⇔ φ
=0
⇒ c
l
=
c
r
=0
.
(1.280)
2
2
Equiareal map of
E
A
1
,A
1
,A
2
→
S
r
:
;
case 1 :
A
1
=
r
;case2:
left global surface element coincides
with right global surface element
r
2
sin
φ
=
A
1
(1
− E
2
)
sin
Φ
4
E
ln
1+
E
sin
Φ
1
E
2
sin
2
Φ
)
+
2(1
−
1
−
E
sin
Φ
;
2
A
1
,A
1
,A
2
2
S
l
=area(
E
)=area(
S
r
)=
S
r
;
(1.281)
4
πA
1
1
=4
πr
2
E
2
2
E
2
+
1
−
ln
1+
E
1
−
E
⇒
2
A
1
1+
1
.
E
2
2
E
r
2
=
1
−
ln
1+
E
1
−
E
Authalic latitude (
Adams 1921
, p. 65;
Snyder 1982
, p. 19):
φ
=
f
(
Φ
)
,
sin
φ
=sin
f
(
Φ
|
S
l
=
S
r
)
.
(1.282)
2
2
Box 1.42 (The authalic equiareal map:
E
A
1
,A
1
,A
2
→
S
r
).
Authalic equiareal map:
λ
=
Λ,
E
2
)
/
1+
1
.
E
2
2
E
sin
Φ
1
2
E
1+
E
sin
Φ
1
−
ln
1+
E
1
sin
φ
=(1
−
E
2
sin
2
Φ
+
(1.283)
−
E
sin
Φ
−
E
1
−
Left and right principal stretches:
A
1
cos
Φ
1
r
cos
φ
E
2
sin
2
Φ,
Λ
1
=
−
r
E
2
)
f
(
Φ
)(1
E
2
sin
2
Φ
)
3
/
2
,
Λ
2
=
−
A
1
(1
−
E
2
)
(1
− E
2
sin
2
Φ
)
2
cos
Φ,
A
1
(1
1
r
2
cos
φ
−
φ
=
f
(
Φ
)=
φ
=
f
(
Φ
)
⇒
(1.284)
A
1
cos
φ
1
r
cos
φ
Λ
1
=
λ
−
1
=
E
2
sin
2
Φ,
−
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