三峡库区城镇化对水源涵养功能的影响
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摘要
房地产建设工程造成项目区原地貌水源涵养功能的降低,是形成人为水土流失及城市内涝的主要原因。本文采用野外调查、室内理化分析及坐标综合评价法,系统地分析房地产建设工程造成的各种扰动地貌单元及原地貌单元水源涵养功能,并对项目区原地貌水源涵养功能危害进行综合评价。结果表明:(1)各种扰动地貌单元土壤容重均大于原地貌单元,土壤总孔隙度小于原地貌单元;各种扰动地貌单元土壤容重大小依次为施工便道(1.74 g/cm~3)>1a边坡绿化带(1.54 g/cm~3)>1a弃渣堆积体(1.48 g/cm~3)>2a弃渣堆积体(1.34 g/cm~3)>3a弃渣堆积体(1.26 g/cm~3),而总孔隙度呈相反变化趋势。(2)各种扰动地貌单元的土壤水库总库容、有效库容小于原地貌单元,死库容大于原地貌单元;各种扰动地貌单元有效库容表现为3a弃渣堆积体>2a弃渣堆积体>1a弃渣堆积体>边坡绿化带>施工便道,其数值比原地貌中有效库容最小的坡耕地(327.21t·hm~(-2))依次减小了12.3%,16.8%,22.7%,28.2%,33.3%。(3)各种扰动地貌单元土壤初始入渗率、稳定入渗率小于原地貌单元;各种扰动地貌单元土壤稳定入渗率表现为3a弃渣堆积体(2.89 mm/min)>边坡绿化带(2.65 mm/min)>2a弃渣堆积体(1.89 mm/min)>1a弃渣堆积体(1.64 mm/min)>施工便道(0.45 mm/min),而初始入渗率表现为1a弃渣堆积体>3a弃渣堆积体>边坡绿化带>2a弃渣堆积体>施工便道。(4)项目区不同地貌单元水源涵养综合能力大小依次为天然林地>经果林地>荒草地>坡耕地>3a弃渣堆积体>边坡绿化带>2a弃渣堆积体>施工便道>1a弃渣堆积体;1a弃渣堆积体对项目区原地貌水源涵养功能危害最大。研究结果可为城镇化建设植被重建、城市园林景观营造、项目区水土保持生态服务功能恢复提供科学依据。
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