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阐述了花园渡槽结构模型通水试验的变位与应力测试结果，提出利用槽身分逢改变其结构的刚度，以改变原结构应力应变状态的措施，结构模型试验表明该措施是合理可行的。
The displacement and stress test results of the aqueduct model of the aqueduct model are expounded. The measures to change the structure stiffness of the aqueduct model by changing the structure of the aqueduct to change the stress and strain of the original structure are proposed. The structural model tests show that the measure is reasonable and feasible.