Given:
Initial mass of wet solid, \( W_1 = 100 \, {kg} \)
Initial moisture content (dry basis), \( X_1 = 30% = 0.30 \, {kg water per kg dry solid} \)
Final moisture content, \( X_2 = 2% = 0.02 \, {kg water per kg dry solid} \)
Critical moisture content, \( X_c = 10% = 0.10 \, {kg water per kg dry solid} \)
Equilibrium moisture content, \( X_e = 1% = 0.01 \, {kg water per kg dry solid} \)
Drying rate in constant period, \( R_c = 10 \, {kg per hour per square meter} \)
Drying area, \( A = 5 \, {m}^2 \)
Step 1: Calculate Dry Solid Mass ($M_s$)
The initial wet solid contains 30% moisture (dry basis):
\[
X_1 = \frac{{Mass of water}}{{Mass of dry solid}} = 0.30
\]
Total initial mass:
\[
W_1 = M_s + 0.30M_s = 1.30M_s
\]
\[
M_s = \frac{100}{1.30} = 76.92 \, {kg (dry solid)}
\]
Step 2: Moisture Contents
All moisture contents are on dry basis:
\begin{align*}
X_1 &= 0.30\ {kg water per kg dry solid}
X_c &= 0.10\ {kg water per kg dry solid}
X_2 &= 0.02\ {kg water per kg dry solid}
X_e &= 0.01\ {kg water per kg dry solid}
\end{align*}
Step 3: Drying Rate in Constant Rate Period
Total drying rate:
\[
N_c = R_c \times A = 10 \times 5 = 50 \, {kg water per hour}
\]
Step 4: Time for Constant Rate Period (\(t_1\))
Water removed in constant rate period:
\[
\Delta W_1 = M_s(X_1 - X_c) = 76.92(0.30 - 0.10) = 15.38 \, {kg}
\]
\[
t_1 = \frac{\Delta W_1}{N_c} = \frac{15.38}{50} = 0.3076 \, {hours}
\]
Step 5: Time for Falling Rate Period (\(t_2\))
Water removed in falling rate period:
\[
\Delta W_2 = M_s(X_c - X_2) = 76.92(0.10 - 0.02) = 6.15 \, {kg}
\]
For linear falling rate:
\[
t_2 = \frac{M_s(X_c - X_e)}{N_c} \ln\left(\frac{X_c - X_e}{X_2 - X_e}\right)
\]
\[
t_2 = \frac{76.92(0.10 - 0.01)}{50} \ln\left(\frac{0.09}{0.01}\right)
\]
\[
t_2 = \frac{6.9228}{50} \ln(9) = 0.1385 \times 2.1972 = 0.3043 \, {hours}
\]
Step 6: Total Drying Time
\[
t_{{total}} = t_1 + t_2 = 0.3076 + 0.3043 = 0.6119 \, {hours}
\]
Rounded to 1 decimal place:
\[
t_{{total}} = \boxed{0.6} \, {hours}
\]