3.2. Methodology
The following explanation describes in detail how to calculate the new drought index considering irrigation processes (IrrPDSI), and it is a new method based on Palmer’s approach [
3].
Palmer’s method begins with a water balance equation. In this work, one major human driver, irrigation, is taken into account, and the time step is shortened to one week in accordance with the characteristics of agricultural drought in order to accurately reflect the soil moisture change and increased sensitivity to short-term wet and dry changes. The modified water balance equation is expressed as follows.
where
is the CAFEC (climatically appropriate for existing conditions) water supply (the sum of the precipitation and irrigation) in week
i; and
,
,
and
are the CAFEC quantities for evapotranspiration, runoff, recharge and loss in week
i, respectively.
,
,
and
are calculated with original formulas [
1].
where
PEi,
PLi,
PRi, and
PROi are the potential evapotranspiration, recharge, loss and runoff in week
i, respectively; and
ETi,
Li,
Ri, and
ROi are the actual evapotranspiration, recharge, loss and runoff in week
i, respectively. The bar over a term indicates an average value.
PL,
PR and
PRO are also calculated with original methods.
where
PLs,i and
PLu,i are the potential water loss from the surface and underlying layers in week
i (mm), respectively.
PEi is the potential evapotranspiration in week
i (mm), which was calculated by the Penman–Monteith method;
AWC is the combined available moisture capacity (mm); and
Ss,i and
Su,i represent the initial available moisture stored in the surface and underlying layers in week
i (mm), respectively.
A two-layer bucket-type model is applied to carry out the hydrological accounting in Palmer’s method. It is assumed that moisture supply was adequate when rainfall exceeded
PE. The moisture loss is assumed to take place at the potential rate and as residual water entered the soil. If rainfall was less than
PE and did not meet evapotranspiration, soil moisture was lost. Evapotranspiration is equal to the sum of the amount of precipitation and water loss. Now irrigation is considered, and moisture supply (
Q) is equal to the sum of the precipitation and irrigation (
Q =
P +
I). If
Q exceeds
PE, the actual evapotranspiration
ET was equal to
PE. Otherwise,
ET was equal to the sum of precipitation and the water lost. Therefore,
where
PEi and
ETi are the potential evapotranspiration and actual evapotranspiration in week
i respectively (mm),
Ii is the irrigation amount in week
i (mm),
P is the precipitation in week
i (mm).
Similarly, if moisture supply
Q was less than
PE, and was not enough to maintain evapotranspiration, soil moisture was lost. It is assumed that moisture cannot be lost from the underlying layer until all of the available moisture has been removed from the surface layer and water loss from the underlying layer is affected by the initial soil moisture,
PE, and
AWC. Water loss
L is equal to the sum of water loss from the surface and the underlying layer.
Water loss from the surface and the underlying layer
where
Ss,i and
Su,i represent the initial available moisture stored in the surface and underlying layers in week
i respectively (mm);
Ii is the irrigation amount in week
i (mm); and the
Ls,i and
Lu,i represent the water loss from the surface and underlying layers in week
i, respectively (mm).
It is assumed that no recharge occurs until the moisture supply
Q exceeds
PE. And recharge
R is equal to the potential recharge
PR if both layers reach field capacities, otherwise
R is equal to
Q minus
PE. Therefore,
Runoff is assumed to occur only if both layers reach field capacity.
where
PRi is the potential recharge in week
i (mm), and
ROi is the runoff in week
i (mm).
Unlike precipitation data that are routinely available via a network of meteorological stations, the data for irrigation timing and amount are virtually impossible to measure or record, and therefore national statistical databases may be a good source of information [
25]. To this end, the data of the annual irrigation quantity per unit area from 1985 to 2012 was selected for this work, and was obtained from the Statistical Yearbook of the five provinces (Beijing, Tianjin, Hebei, Henan, Shandong and Shanxi). Irrigation is implicated when the soil water condition reaches the auto-irrigation threshold in every growth stage. The annual irrigation quantity is allocated to every irrigation implication in the growing season of the year, based on the soil water deficit and irrigation water quotas for each growth stage.
The auto-irrigation threshold is a ratio of soil moisture to field capacity. The threshold in each growth stage was set based on the crop growth requirement for soil moisture that varies in every growth stage. The auto-irrigation implication is applied only when the soil moisture content was lower than the threshold. In a specified growth stage for
n weeks, the irrigation amount in week
j (
j = 1, 2,…,
n) is represented as
where
j is the
jth week during the specified growth stage;
Ij is the irrigation amount in week
j (mm);
Thd represents the auto-irrigation threshold in the specified growth stage;
SWj is the initial soil moisture content in week
j (mm);
FC respects the field capacity (mm);
Dj is the soil water deficit in week
j (mm);
Iquota is the irrigation quota in the specified growth stage (mm);
m is the annual frequency of irrigation; and
W is the annual irrigation quantity per unit area (mm). The irrigation amount varies in different periods of crop growth. In this study, the irrigation quota is based upon irrigation scheduling in the Haihe River Basin, as shown in
Table 1.
The soil water deficit in week
i is expressed as follows
where
Di is the soil water deficit in week
i (mm);
AWC is the combined available moisture capacity (mm); and
Ss,i and
Su,i represent the initial available moisture stored in the surface and underlying layers in week
i (mm), respectively.
The flow chart of the auto-irrigation procedure is presented in
Figure 3. The main steps are described as follows:
Step 1: For week
j in a specified growth stage, according to the irrigation scheduling, if week
j is not in the growth stage for irrigation (such as the jointing stage shown in
Table 1), no irrigation occurs (
Ij = 0), otherwise, go to the next step.
Step 2: According to the Equation (15), if the ratio of soil moisture to field capacity for week
j is higher than the auto-irrigation threshold in the specified growth stage (for example, for the jointing stage for spring maize showed in
Table 1,
Thd = 0.55),
Ij = 0, otherwise, go to the next step.
Step 3: According to the irrigation scheduling, the times of irrigation allocated must not exceed the irrigation frequency
n in the specified growth stage (for example, for the jointing stage for spring maize showed in
Table 1,
n = 1). If not,
Ij = 0.
Step 4: If it is the last irrigation in this year (), , otherwise, go to the next step.
Step 5: If the soil water deficit in week
i (
Dj) is higher than the irrigation quota in the specified growth stage (for example, for the jointing stage for spring maize showed in
Table 1,
Iquota = 75 mm),
Ij =
Iquota, otherwise,
Ij =
Dj.
The calculation of the moisture departure should be changed accordingly. The moisture departure d is the sum of rainfall and irrigation minus the climatically appropriate moisture supply.
The moisture departure
d means different things at different times, as well as at different locations, and this prevented its applicability [
32,
44]. To correct for this, an empirically derived climate-weighting factor,
K, was used to adjust the value of
d. The result of multiplying the moisture departure,
d, by
K is called the Palmer-
Z index [
3], and it is defined as
where
K is actually a refinement of
, which is the general approximation for the climate characteristic of a location [
32].
K is expressed as
where
is the average of the absolute values of
d for week
i, and
N is the number of weeks. The annual sums of
from 47 stations in the Haihe River Basin range from 296.4 to 850.2, and the value of 610.35 in Equation (17) is the average value of the 47 stations.
According to Palmer’s paper [
3], the average annual weighting factor
is related to the average annual moisture demand
, the average annual moisture supply
and the average annual absolute moisture anomaly
. Thus, an empirical relationship between 47 stations in the Haihe River Basin is derived (
Figure 4), and the formulation was applied to each week in each of the stations to derive the weekly weighting factor
, which is expressed as
Here the bar over a term in Equation (20) indicates an average value and the weekly ET, L, R, RO and other parameters of 47 stations are computed based on Equations (1)–(15).
An empirical formula for determining drought severity is given by the equation
where
Xi is the PDSI value for the
ith week and
Xi−1 is previous week’s PDSI value.
Equations (16)–(19) are the final expression of IrrPDSI in the Haihe River Basin. Palmer’s 11 categories shown in
Table 2 continue to be used.
Table 3 represents the difference between the computational formulas of the two indices.