e. intercept and slope) with different independent variables. We have found interesting relationships of regression coefficients to initial wave height and mangrove forest structures: 1) Intercept coefficient a is highly correlated FXR agonist with initial wave height (i.e. wave height at the edge of

the mangrove forest, distance = 0), R2 = 0.989, P <0.0001. It is a linear equation, in which coefficient a is directly proportional to the initial wave height ( Figure 4). equation(2) a=0.9899×Iwh+0.3526,a=0.9899×Iwh+0.3526,where a is the coefficient in exponential equation (1), and Iwh is the initial sea wave height [cm]. Figure 4.  Bivariate plots of coefficient a in equation (1) and initial wave height [cm] By Nivolumab inserting equations (2) and (3) into equation (1), we have an integrated equation (4) demonstrating the relationship of wave height reduction to initial wave height and mangrove forest structure. equation(4) Wh=(0.9899×Iwh++0.3526)×e(0.048−0.0016×H−0.00178×ln(N)−0.0077×ln(CC)×Bw). To validate the accuracy of model (4), the

predicted values are compared with actual data. Figures 5a,b show a high correlation between predicted wave height and observed wave height at two cross-shore distances of 40 m and 80 m (R2 >0.8). The respective root squared mean errors (RSME) of the predictions are 2.54 cm and 3.93 cm. The integrated equation (4) is the prediction of wave height from cross- shore distance (i.e. mangrove band width), mangrove structures and initial wave height. Mangrove band width is identified by equation (5), derived from equation (4). In equation (5), for a given predicted wave height (i.e. Oxalosuccinic acid safe wave height) and initial wave height, mangrove band width depends on mangrove forest structures: equation(5) Bw=ln(Wh)−ln(a)b,where Bw is the forest band width [m], Wh is the safe wave height behind the forest band [cm], a is a function of initial wave height ( equation (2)), and b is a function of forest structure ( equation (3)). To identify the average initial wave height for equation (5), we collected maximum wave heights in different

typical regions along the coastline of Vietnam (Table 1). In the two years from 2004 to 2005, the maximum wave height approximately ranged from 1.25 m to 5.0 m. In reality, wave height depends on the characteristics of storm events. Wave height is caused by strong wind and heavy rain, whereas in normal weather wave height is usually low in Vietnam. We selected a threshold maximum wave height of 3 m for calculating the minimum mangrove band width for coastal protection. The safe wave height behind the forest band in equation (5) is 30 cm: it is the averaged observed wave height, obtained by interviewing 50 people (e.g. farmers, peasants, managers) working in aquaculture and agriculture in the research areas.